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| Publication Date | ID | Author | Date | Date GMT | Content | Title | Excerpt | Status | Category | Tags | Comment Status | Ping Status | Password | Name | To Ping | Pinged | Modified | Modified GMT | Content Filtered | Parent | GUID | Menu Order | Mime Type | Comment Count | Filter | Ancestors | Template | Price | Research Area |
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| 02/11/2022 | 3734 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A series of short documents summarizing the issues and facts as currently known related to the transportation of hydrogen via pipeline. There are seven papers in this bundle: - PR744-22113-E01A Hydrogen Natural Gas Blending and Separation, 2 pages - PR744-22113-E01B Hydrogen Natural Gas Blends and Compressor Stations, 2 pages - PR744-22113-E01C Hydrogen Natural Gas Blends and End User Equipment, 1 page - PR744-22113-E01D Hydrogen Natural Gas Blend Measurement and Gas Quality, 2 pages - PR744-22113-E01E Hydrogen Natural Gas Blends and Pipeline Integrity, 2 pages - PR744-22113-E01F Hydrogen Natural Gas Blending and Safety, Inspection, and Maintenance, 3 pages - PR744-22113-E01G Hydrogen Natural Gas Blends in Existing Natural Gas Pipelines, 3 pages - PR744-22113-E01H Storage of Hydrogen Natural Gas Blends, 2 pages | PR-744-22113-Z01 Hydrogen Natural Gas Blends in Existing Natural Gas Systems | A series of short documents summarizing the issues and facts as currently known related to the transportation of hydrogen via pipeline. There are seven papers in this bundle: – PR744-22113-E01A […] | publish | Uncategorized | open | open | pr-744-22113-z01-hydrogen-natural-gas-blends-in-existing-natural-gas-systems | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-744-22113-z01-hydrogen-natural-gas-blends-in-existing-natural-gas-systems/ | 0 | 0 | raw | default | 0 | Emerging Fuels | |||||||
| 19/03/2024 | 3735 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Leaking gas industry valve stem seals are recognized as a substantial source of atmospheric methane, which is a greenhouse gas. Newly proposed regulations include methane alongside volatile organic compound emissions, with leak detection and repair requirements. If a leak is identified a first attempt at repair must occur no later than five calendar days after identification, or else be justifiably delayed. The objective of this report is to review valve technology and methods used to address in-situ valve stem leak repair that offers an economical solution with reduced service disruption. A wide variety of valves are employed in natural gas facilities, with valve stems that rotate or translate, and with seals ranging from packings to O-rings. Low emissions valve designs are available, but turnover of legacy valves is slow. Precise causes of failures are not well documented, although stem misalignment, intrusive dirt, and corrosion may exacerbate seal damage. Injection of lubricants and sealants into the valve packing or seal area offers the simplest remedy for leakage control. However, more work is required to identify optimal sealants for each application and to predict durability of the repair using injection. Safety must be assured where seals must be replaced, but there are varying practices in addressing isolation of the seal area from high pressure gas. Where double block (or isolation) and bleed are required, knowledge of the valve main seal design is essential. Blowdown of line sections may be required, but the methane release is of concern. Methods exist to capture or else oxidize the methane. Opinions on the protection offered by backseating of gate valves varies. Improved understanding and practice will require comprehensive record keeping on the history of each valve, permitting analysis and quality improvement using the resulting operations database. This is key to recommendations in a future roadmap that includes study of failure modes and optimized use of sealants. Monitoring success of repairs would be better served by measuring leak rate than concentration. Record keeping and better understanding of failures and success of repair approaches also support decisions on immediate versus deferred repair, use of sealants, and on whether a valve should be replaced or repaired. Hardware and practice innovations are anticipated in response to leak detection and repair requirements. | PR-746-22204-R01 Review of Technologies to Enable In-situ Valve Service to Reduce Methane Emissions | Leaking gas industry valve stem seals are recognized as a substantial source of atmospheric methane, which is a greenhouse gas. Newly proposed regulations include methane alongside volatile organic compound emissions, […] | publish | Uncategorized | open | open | pr-746-22204-r01-review-of-technologies-to-enable-in-situ-valve-service-to-reduce-methane-emissions | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-746-22204-r01-review-of-technologies-to-enable-in-situ-valve-service-to-reduce-methane-emissions/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 30/10/2023 | 3736 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The Pipeline Research Council International, Inc. (PRCI) seeks to reduce greenhouse gas (GHG) from leaks and equipment emissions from all parts of the hydrocarbon transport and storage infrastructure. Specifically, there is a need to identify and compare cost-effective technologies that can detect and quantify leaks or emissions from compressor rod packing and seals, scrubber dumps, and blowdown valves. Furthermore, regulations are increasingly prescriptive and are moving from conventional leak detection and repair (LDAR) programs to direct quantification and/or period/continuous monitoring of volume or mass flow rates as opposed to concentration-only measurements. This report summarizes recent literature, regulations, and survey results on emissions from each of the measurement categories. Data and technical literature were gathered and reviewed to enable numerical ranking of commercially available technologies or approaches that could be developed for these applications. Rubrics were developed for ranking technologies or approaches as below average (1), average (2), or above average (3) for the following categories: accuracy, flow rate range, cost, installation and maintenance, and reliability/acceptability. Based on rankings, the report then provides general guidelines and points for industry to consider along with recommendations for future research and development. | PR-746-22602-R01 In-situ Cost-Effective Detection and Quantification of Emission from Vents | The Pipeline Research Council International, Inc. (PRCI) seeks to reduce greenhouse gas (GHG) from leaks and equipment emissions from all parts of the hydrocarbon transport and storage infrastructure. Specifically, there […] | publish | Uncategorized | open | open | pr-746-22602-r01-in-situ-cost-effective-detection-and-quantification-of-emission-from-vents | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-746-22602-r01-in-situ-cost-effective-detection-and-quantification-of-emission-from-vents/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 12/01/2024 | 3737 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Third-party damage is a leading cause of pipeline failures worldwide, accounting for up to 50% of incidents. Although it is important for operators to be informed in real time of mechanical shocks on their pipelines, there is no satisfactory technology to meet this need at this time. The complex implementation and cost of existing solutions hinder their large-scale deployment. The SPADE company has developed and patented a technology for real-time detection of mechanical shocks on steel pipelines, based on the cathodic protection current. This technology detects, in real time, aggression, interference, or other disturbance taking place on a pipeline, such as third-party damage, illicit tapping, or contact between the pipe and its casing. SPADE system can be easily integrated into existing installations without any modification. Under PRCI project number PR-749-223901, the performance of the SPADE technology was validated under real field conditions. | PR-749-223901-R01 Real-Time Detection of Mechanical Impact on Pipelines via Cathodic Protection | Third-party damage is a leading cause of pipeline failures worldwide, accounting for up to 50% of incidents. Although it is important for operators to be informed in real time of […] | publish | Uncategorized | open | open | pr-749-223901-r01-real-time-detection-of-mechanical-impact-on-pipelines-via-cathodic-protection | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-749-223901-r01-real-time-detection-of-mechanical-impact-on-pipelines-via-cathodic-protection/ | 0 | 0 | raw | default | 100 | Surveillance, Operations & Monitoring | |||||||
| 09/07/2024 | 3738 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The project team investigated the feasibility of identifying pipeline leaks using Novel sensing approaches that have been recently gaining popularity in the "Pipeline Integrity assessment" realm (such as multi-Sensor inline inspection tools) that incorporate sensors such as Audio, Magnetometry, Pressure etc. The flow loop setup at the PRCI TDC site was leveraged to create a customized test setup and a test execution methodology was developed and executed towards this end. Two Sensing equipment vendors (hereinafter referred to as Vendor A and Vendor B) were used to collect various sensor datasets on separate test runs In test scenarios where leak signatures were identified, the team investigated the feasibility of quantifying/characterizing the leak and to ascertain the minimum leak size that can be reliably detected. | PR753-233900-R01 Enhanced Leak Detection Using Minimally Invasive Multi-Sensor Device Based Inspection | The project team investigated the feasibility of identifying pipeline leaks using Novel sensing approaches that have been recently gaining popularity in the “Pipeline Integrity assessment” realm (such as multi-Sensor inline […] | publish | Uncategorized | open | open | pr753-233900-r01-enhanced-leak-detection-using-minimally-invasive-multi-sensor-device-based-inspection | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr753-233900-r01-enhanced-leak-detection-using-minimally-invasive-multi-sensor-device-based-inspection/ | 0 | 0 | raw | default | 7.350 | Surveillance, Operations & Monitoring | |||||||
| 17/06/2026 | 3739 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | One of the biggest challenges faced by pipeline owners and operators is corrosion in pipelines, which is most prevalent from the wellhead to the refinery and in storage facilities due to entrained moisture. Current Nondestructive Testing and Evaluation (NDT&E) methods used by pipeline owners and operators, such as Ultrasonic Testing (UT), are effective but are invasive, time consuming, and costly. These customers need an effective technical solution and a more cost-effective approach to inspect their pipelines for corrosion and defects that do not require use of pigs or cause disruption to operations. This document describes the fundamental research carried out to demonstrate the technical feasibility of applying Ultrasonic Mode Imaging (UMI) technology to guided waves for buried pipe inspection, and presents the results obtained, conclusions drawn, and recommendations made. The work performed incorporated the cylindrical geometry of the pipe into the analysis, newly developed data acquisition electronics, and cutting-edge image processing to improve measurement capabilities. The UMI approach has resulted in much higher resolution thickness measurements from guided waves, leading to the tomographic imaging of plate structures. Results have shown that UMI can augment current NDT&E capabilities for difficult-to-inspect piping, including short, hard-to-access lines. The overall benefit to pipeline owners and operators is that the results of this research project provide the foundation for an effective system that could interrogate their pipelines, including long runs of buried piping, externally (non-invasively) while in service and reveal wall thinning (both internal and external) which could affect the safety or integrity of the pipelines. | PR757-233808-R01 Non-Destructive Testing and Evaluation of Defects Using Ultrasonic Mode Imaging | One of the biggest challenges faced by pipeline owners and operators is corrosion in pipelines, which is most prevalent from the wellhead to the refinery and in storage facilities due […] | publish | Uncategorized | open | open | pr757-233808-r01-non-destructive-testing-and-evaluation-of-defects-using-ultrasonic-mode-imaging | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr757-233808-r01-non-destructive-testing-and-evaluation-of-defects-using-ultrasonic-mode-imaging/ | 0 | 0 | raw | default | 1.000 | Integrity & Inspection | |||||||
| 26/08/2026 | 3740 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report provides a framework to support developing a regional awareness of landslide processes to support pipeline integrity decision making. The framework is demonstrated using data from the Appalachian Plateau. Operator landslide inventories, documented landslide activity, and monitoring data were integrated with public topographic and geologic datasets to delineate land-slide subregions with similar behavior. Displacement trends were evaluated within each subregion, focusing on landslides whose movement and/or acceleration could be confidently attributed to a single 12-month period. Hydroclimatic conditions were characterized using publicly available datasets including ERA5-LAND soil moisture percentiles, NOAA Stage IV precipitation estimates, and PRISM 30-year normals for normalized precipitation. A key finding for the Appalachia study area is that elevated antecedent soil moisture is consistently associated with increased landslide activity, with accelerations occurring preferentially under high-er fall/winter soil moisture conditions. Preceding summer soil moisture (July through September) was also identified as a leading indicator of fall/winter soil moisture. Using summer soil moisture as a leading indicator of fall/winter conditions can support Operators' seasonal landslide management planning. The report provides a framework, applied to the Appalachia Plateau, that incorporates Operator and publicly available data to assess relationships between landslide activity and hydroclimatic drivers in order to inform seasonal planning and near-term operational decisions. The intended audience are geohazard integrity managers and specialists who need structured and repeatable methodology in which to compare landslide behavior across large areas and across years. Decision-support tools were reviewed with Operators and are provided for regions with relatively short-response times to soil moisture (e.g., Appalachia). More generic examples are also provided to contextualize regions with longer-lag times. For the Appalachia region, an example tool allows geohazard integrity managers to establish thresholds for both preceding summer and winter/fall soil moisture conditions to establish situational awareness and possibly inform land-slide monitoring and resource allocation decisions. The zip deliverable includes 4 files: 1. Final Report - PR759-253901-R01 Developing Awareness for Regional Landslide Management Appalachia Region.pdf 2. Google Collab Appalachia Prototype Soil Moisture Tool (Jupyter Notebook) - AppendixA_colab.ipynb 3. Data - AppendixA_Tool.zip 4. PRCI Software EULA.pdf | PR759-253910-Z01 Developing Awareness for Regional Landslide Management Appalachia Region | This report provides a framework to support developing a regional awareness of landslide processes to support pipeline integrity decision making. The framework is demonstrated using data from the Appalachian Plateau. […] | publish | Uncategorized | open | open | pr759-253910-z01-developing-awareness-for-regional-landslide-management-appalachia-region | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr759-253910-z01-developing-awareness-for-regional-landslide-management-appalachia-region/ | 0 | 0 | raw | default | 500 | Surveillance, Operations & Monitoring | |||||||
| 09/07/2024 | 3741 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes the design and construction of novel sensor bodies that will be used as Minimally Intrusive Tools (MIT) devices. The overarching requirement for MIT devices is that they can be introduced into a pipe through existing entry points, such as National Pipe Thread (NPT) threaded sensor locations, small bore valve take-offs, and full-bore valves with access (if available). The aim of the SPIM-2-4 project was to conceptualize several body shapes that could be used to create MIT devices. In the work scope of SPIM-2-4, these bodies did not contain any payload sensors or electronics. They were dummies manufactured to be tested in a flow loop, and their behaviors were observed. From these observations, conclusions were made on the shares best suited for MIT devices. A number of candidate designs were created and manufactured. They were deliberately chosen to be radically different in shape to make sure they were not the same as existing devices, which tend to be spherical. The aim of the project was to assess the hydrodynamic stability of the shapes and determine if they were suitable platforms for carrying sensors such as Micro Electronic Mechanical Systems (MEMS), and other yet-to-be-developed devices. In order to test the shapes, a flow loop was constructed with a variable flow rate and a number of features such as a 'T', a 'Y' and a restricted section. A number of sections were constructed from clear PVC pipe to allow observation and photography of the shapes in motion. Several test runs were carried out for each candidate's body shape, and the speeds and dynamic characteristics of each shape were noted. These tests were analyzed and used to make recommendations and conclusions. | PR761-235100-R01 Minimally Intrusive Multi Sensors for Inline Deployment | This report describes the design and construction of novel sensor bodies that will be used as Minimally Intrusive Tools (MIT) devices. The overarching requirement for MIT devices is that they […] | publish | Uncategorized | open | open | pr761-235100-r01-minimally-intrusive-multi-sensors-for-inline-deployment | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr761-235100-r01-minimally-intrusive-multi-sensors-for-inline-deployment/ | 0 | 0 | raw | default | 500 | Subsea | |||||||
| 04/06/2026 | 3742 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The need for pipeline operators to be able to detect leaks from their pipelines is critical for health, safety, and environmental reasons as well as for concerns of corporate reputation. It is also, in many jurisdictions, compulsory under pipeline safety regulations. An impediment to filling this need is the steep learning curve involved in establishing an effective leak detection program. This document addresses this need by providing operators of single-phase liquid pipelines with the necessary background and guidance for developing a technical understanding of how to identify, evaluate, implement, operate and maintain Computational Pipeline Monitoring (CPM) leak detection technology in accordance with API RP 1130 (1) and related regulatory requirements. CPM is the most widely used leak detection tool in the industry and is the natural starting point for a new leak detection program. This work is intended to provide operators with little or no prior CPM experience with fundamental background and guidance needed to prepare their infrastructure, evaluate CPM technologies, and begin development of a leak detection program. The material is intended to support early program readiness and serve as a foundational step prior to implementation of API RP 1175 (2). While less experienced operators are the primary target of this work, operators with mature leak detection programs represented on the project committee recognized that it is also useful for onboarding new leak detection staff and to aid in communicating leak detection requirements to other stakeholders in their organizations. | PR764-233904-R01 Technical Best Practice for Computational Pipeline Monitoring on Liquid Pipelines | The need for pipeline operators to be able to detect leaks from their pipelines is critical for health, safety, and environmental reasons as well as for concerns of corporate reputation. […] | publish | Uncategorized | open | open | pr764-233904-r01-technical-best-practice-for-computational-pipeline-monitoring-on-liquid-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr764-233904-r01-technical-best-practice-for-computational-pipeline-monitoring-on-liquid-pipelines/ | 0 | 0 | raw | default | 250 | Surveillance, Operations & Monitoring | |||||||
| 04/06/2026 | 3743 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline operators and researchers face persistent challenges in detecting, analyzing, and learning from pipeline leak events due to fragmented data, inconsistent schemas, and limited mechanisms for secure data sharing. Operational time series, physical pipeline attributes, fluid properties, and contextual incident details are often stored in disconnected formats that are difficult to integrate, reproduce, or reuse for simulation, analysis, and research. These challenges are compounded by industry concerns around data privacy, security, and loss of control when sharing sensitive opera-tional information, limiting collaboration, and slowing progress in leak detection methodologies. This document presents the design and implementation of a comprehensive Leak Detection Data-base Repository Framework intended to standardize how pipeline system and incident data are archived, managed, and shared. The framework defines a normalized relational data model encom-passing core pipeline entities including companies, pipelines, nodes, externals, pipes, profiles, valves and valve curves, pumps, sensors, fluids and fluid properties, time series, data quality indi-cators, and leak events with clearly defined primary and foreign key relationships. A unified mod-eling language (UML) entity-relationship diagram is provided to visually convey the system ar-chitecture and interdependencies that support leak detection analysis and pipeline simulation, in-cluding real-time transient models. The primary audience for this document includes leak detection stakeholders and researchers re-sponsible for capturing and managing pipeline operational and incident data. Secondary audiences include academic researchers, leak detection algorithm developers, software vendors, and industry consortia members seeking standardized, high-quality datasets for modeling, validation, and inno-vation in leak detection and pipeline monitoring. In daily operations, practitioners can use this framework to consistently archive leak events along with the full physical, operational, and con-textual description of the pipeline at the time of the incident. This zipped deliverable contains the following items: 1. PR764-243904-R01 Leak Detection Database Repository Framework: Final Report. 2. PR764-243904-E01 APIMLX Pipeline Data API Documentation.html: Document with docu-mented code, example workflow of doing ETL on data, and creating database. 3. PR764-243904-E02 SQL Coder DB Integration.html: Document example of local LLM use of gptPipeline. 4. PR764-243904-E03 Stored Procedure.html: Document with stored procedure to query all data for specific company and pipeline. | PR764-243904-Z01 Leak Detection Database Repository Framework | Pipeline operators and researchers face persistent challenges in detecting, analyzing, and learning from pipeline leak events due to fragmented data, inconsistent schemas, and limited mechanisms for secure data sharing. Operational […] | publish | Uncategorized | open | open | pr764-243904-z01-leak-detection-database-repository-framework | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr764-243904-z01-leak-detection-database-repository-framework/ | 0 | 0 | raw | default | 100 | Surveillance, Operations & Monitoring | |||||||
| 01/10/2025 | 3744 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document serves as a guide to best practices and lessons learned when installing Selective Catalytic Reduction (SCR) systems to gas compressors. The information is relevant to both reciprocating and turbine compressors both as new construction and retrofit. Gas compressors have a unique NOx and VOC emissions profile due to constant load changes and variation in prime movers. The compressor emission profile, compared to other applications such as power generation, requires a different approach from the start. Operating permits must reflect the limitations of SCR technology applied to gas compressors. The type of compressor, load profile, and the permit limits for NOx and VOCs make the design of the SCR specific to each unit. This report highlights the challenges of applying SCR technology to gas compressors. Lessons learned and advice for each compressor type (Four-stroke, Two-Stroke, and turbine) are provided discussing the specific challenges and ways to overcome them. The technology of the catalyst, process design, reagent selection, regent handling, and injection are detailed. Operation and maintenance of SCRs for gas compressors including expectations for startup/commissioning and ongoing maintenance is discussed. The information is provided to help designers and operators of this technology make good choices of the many options available while selecting proper equipment that is operable and practical to the needs of compressor stations. | PR771-242005-R01 Selective Catalytic Reduction Best Practices | This document serves as a guide to best practices and lessons learned when installing Selective Catalytic Reduction (SCR) systems to gas compressors. The information is relevant to both reciprocating and […] | publish | Uncategorized | open | open | pr771-242005-r01-selective-catalytic-reduction-best-practices | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr771-242005-r01-selective-catalytic-reduction-best-practices/ | 0 | 0 | raw | default | 1.000 | Corrosion | |||||||
| 27/01/2026 | 3745 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Internal corrosion of metal pipe is of upmost concern to the natural gas industry, and much effort has been devoted to understanding and controlling the mechanisms, including robust mitigation strategies. Biomethane Renewable Natural Gas (RNG) is a gaseous fuel produced through the anaerobic digestion of organic materials from a variety of biomass sources. It offers a lower-carbon addition to fuel supplies. Raw biogas produced through organic waste digestion contains methane, inert gases, oxygen, sulfur compounds, including hydrogen sulfide, moisture, and a wide variety of trace constituents, depending upon biogas source. Raw biogas must be conditioned to meet RNG quality specifications; acceptable concentrations of major components in RNG are in line with natural gas tariff requirements. Trace constituents have been identified as impactful and detrimental to end use applications, and human health and the environment. However, trace constituents that induce corrosion in metal pipes have not been clearly identified in RNG specifications, and acceptable limits for these compounds have not been established. This report compiles information regarding known factors, components, and conditions associated with internal corrosion of natural gas metal pipe. It supplies context to the topic and background information for natural gas and RNG. Corrosion mechanisms and combined effects are described. It is clear that water is the most important factor influencing pipeline corrosion; corrosion mechanisms will not occur without the presence of water. This is true both of natural gas and RNG systems. Other major components contribute to corrosion in the presence of water, individually and in combinations, and the process is complicated and variable. Unless the pipeline system is completely devoid of water, there is no circumstance, with natural gas or RNG, which assures a corrosion-free environment. All constituents which contribute to a corrosive environment must be controlled as best possible, at all times, and well-constructed corrosion management programs should monitor internal pipe conditions. The transmission and distribution sectors of the natural gas industry have been introducing RNG to their pipeline network. There is a concern that trace constituents in RNG, in combination with major components in natural gas and the pipeline environment, may increase metal pipe corrosion or influence other corrosion-causing factors. Corrosion control is a primary directive for the natural gas industry; corrosion control programs serve to ensure that internal corrosion is limited and mitigated. This report is aimed at helping the natural gas industry understand components and conditions specific to RNG which may instigate, exacerbate, and/or accelerate pipe corrosion. Natural gas transporters who accept RNG to their network seek guidance and technical information specific to the potential for increased corrosion due to particular trace constituents. Currently, internal corrosion control programs are focused on components in natural gas; this report expands the knowledge to trace constituents in RNG which may contribute to a corrosive environment. Corrosion professionals require a more comprehensive understanding of RNG impacts to corrosion. Data gaps have been identified. RNG quality specifications may require updating to limit newly identified constituents of concern. | PR777-253607-R01 Internal Corrosion Impacts of Renewable Natural Gas | Internal corrosion of metal pipe is of upmost concern to the natural gas industry, and much effort has been devoted to understanding and controlling the mechanisms, including robust mitigation strategies. […] | publish | Uncategorized | open | open | pr777-253607-r01-internal-corrosion-impacts-of-renewable-natural-gas | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr777-253607-r01-internal-corrosion-impacts-of-renewable-natural-gas/ | 0 | 0 | raw | default | 250 | Corrosion | |||||||
| 01/08/1984 | 3746 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The NOx emissions versus engine operating parameter setting profile was established during performance/emissions mapping tests of a two-stroke turbocharged (Cooper-Bessemer GMVH-lOM) compressor station engine. Rased on this profile the operating envelope corresponding to NOx emissions below 700 ppm (corrected to 15 percent 02) for this engine was defined. Engine emissions and operations were then continuously monitored for a 4-week period in which the engine ran in response to station demands. Over this extended monitoring period, NOx emissions from the engine were always less than 700 ppm provided engine operation was in accordance with the defined operating envelope. This implies that monitoring appropriate engine operating parameters would be an acceptable substitute for continuous engine exhaust emissions monitoring for demonstrating continuous compliance with a regulated emission limit. | PR-84-148-R01 Monitoring Engine Operation as a Substitute for Continuous Emission Monitoring | The NOx emissions versus engine operating parameter setting profile was established during performance/emissions mapping tests of a two-stroke turbocharged (Cooper-Bessemer GMVH-lOM) compressor station engine. Rased on this profile the operating […] | publish | Uncategorized | open | open | pr-84-148-r01-monitoring-engine-operation-as-a-substitute-for-continuous-emission-monitoring | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-84-148-r01-monitoring-engine-operation-as-a-substitute-for-continuous-emission-monitoring/ | 0 | 0 | raw | default | 3.500 | Legacy | |||||||
| 01/11/1977 | 3747 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In addition, the obtaining of surface and near-surface oceanographic and meteorological data provides the opportunity to develop mathematical relationships between surface and bottom conditions for a major storm or hurricane. From these relationships, ocean bottom characteristics that could be expected when a design wind speed or wave height occurs may be recognized. This effort (1) developed an instrument to take oceanographic and meteorological data, (2) gathered data, and (3) began analysis on correlations between the surface and bottom conditions. | PR-91-73-R01 Measurement of Storm-Driven Bottom Particle Velocities | In addition, the obtaining of surface and near-surface oceanographic and meteorological data provides the opportunity to develop mathematical relationships between surface and bottom conditions for a major storm or hurricane. […] | publish | Uncategorized | open | open | pr-91-73-r01-measurement-of-storm-driven-bottom-particle-velocities | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-91-73-r01-measurement-of-storm-driven-bottom-particle-velocities/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 30/09/1960 | 3748 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Describes methods to produce test samples from piping components. | PR-918-4-R01 The Sampling and Testing of Defective or Failed Pipe Vol 2 – Test Procedures | Describes methods to produce test samples from piping components. | publish | Uncategorized | open | open | pr-918-4-r01-the-sampling-and-testing-of-defective-or-failed-pipe-vol-2-test-procedures | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-918-4-r01-the-sampling-and-testing-of-defective-or-failed-pipe-vol-2-test-procedures/ | 0 | 0 | raw | default | 500 | Integrity & Inspection | |||||||
| 01/05/2003 | 3749 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A protocol developed is to help assure that the Pipeline Research Council International ECDA-ILI Demonstration Project (Project) receives the correct and sufficient data to successfully conduct the analyses and meet the Project objectives. Its focus is primarily limited to assuring the collection of the appropriate data for the Project analyses. It does not provide all the requirements and tasks necessary for an Operator to be consistent with NACE RP 0502 and will be insufficient as a stand-alone procedure for conducting ECDA's. | SIR-03-066 ECDA-ILI Demonstration Project – ECDA Protocol | A protocol developed is to help assure that the Pipeline Research Council International ECDA-ILI Demonstration Project (Project) receives the correct and sufficient data to successfully conduct the analyses and meet […] | publish | Uncategorized | open | open | sir-03-066-ecda-ili-demonstration-project-ecda-protocol | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/sir-03-066-ecda-ili-demonstration-project-ecda-protocol/ | 0 | 0 | raw | default | 875 | Legacy | |||||||
| 01/03/1982 | 3750 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Assessment of the size, shape, and depth of welding arc burns with comparison to welding position and currents. Methods were developed to categorize the arc burns and metal hardness measurements were taken at various depths of the welding arc. | WIC-V04-01 A Study on the Dimensions of Arc Burns in Pipe Steels | Assessment of the size, shape, and depth of welding arc burns with comparison to welding position and currents. Methods were developed to categorize the arc burns and metal hardness measurements […] | publish | Uncategorized | open | open | wic-v04-01-a-study-on-the-dimensions-of-arc-burns-in-pipe-steels | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/wic-v04-01-a-study-on-the-dimensions-of-arc-burns-in-pipe-steels/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/12/1983 | 3751 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A study of the properties of weld heat-affected zones in steel plate designed for marine service at low temperatures. This report includes the examination of two steels suitable for marine service. The main differences between the two steels are in the C, Nb, Ti, and Mo contents. These steels are compared to the properties of steels previously examined. Also includes a study of normalized and aged Mn-Mo-Nb-V steels, development of heavy wall high strength bent pipe for artic usage, and weldability of steels for X70+ and rare-earth treated steels. | WIC-V05-03 Properties of Welds in Thick Section NB-Containing Steels | A study of the properties of weld heat-affected zones in steel plate designed for marine service at low temperatures. This report includes the examination of two steels suitable for marine […] | publish | Uncategorized | open | open | wic-v05-03-properties-of-welds-in-thick-section-nb-containing-steels | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/wic-v05-03-properties-of-welds-in-thick-section-nb-containing-steels/ | 0 | 0 | raw | default | 999 | Legacy | |||||||
| 07/02/2020 | 3714 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Over the last 20 years the natural gas industry has funded multiple precombustion chamber (PCC) studies primarily through the PRCI Compressor and Pump Station Technical Committee but also through other natural gas industry affiliated organizations such as (formerly) the Gas Research Institute. These studies are summarized and compiled in this report aimed at forming a foundation from which to develop new prechamber technology to operate large bore natural gas engines at 0.2 g/bhp-hr or lower. | PR-703-19205-R01 Compendium of Precombustion Chamber Research Needs of Lo-NOx and Lo-GHG Legacy Engines | Over the last 20 years the natural gas industry has funded multiple precombustion chamber (PCC) studies primarily through the PRCI Compressor and Pump Station Technical Committee but also through other […] | publish | Uncategorized | open | open | pr-703-19205-r01-compendium-of-precombustion-chamber-research-needs-of-lo-nox-and-lo-ghg-legacy-engines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-703-19205-r01-compendium-of-precombustion-chamber-research-needs-of-lo-nox-and-lo-ghg-legacy-engines/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 06/09/2022 | 3715 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A literature review is performed that seeks to evaluate the feasibility of reforming natural gas into syngas or hydrogen for the purposes of providing fuel to compressor station large-bore 2-stroke reciprocating piston engines. Specific topics examined include reformer technologies, impact of hydrogen/natural and syngas/natural gas blends on engine performance and emissions, and implementation feasibility issues. The literature review shows there are both positive and negative impacts of reformed natural gas as a fuel, so application-specific analysis must be performed. | PR-703-21202-R01 Fuel Reforming as an Alternative Fuel for Large Bore Reciprocating Engines | A literature review is performed that seeks to evaluate the feasibility of reforming natural gas into syngas or hydrogen for the purposes of providing fuel to compressor station large-bore 2-stroke […] | publish | Uncategorized | open | open | pr-703-21202-r01-fuel-reforming-as-an-alternative-fuel-for-large-bore-reciprocating-engines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-703-21202-r01-fuel-reforming-as-an-alternative-fuel-for-large-bore-reciprocating-engines/ | 0 | 0 | raw | default | 100 | Compressor & Pump Station | |||||||
| 03/10/2024 | 3716 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes a study identifying the uses, best practices, problems, and nuances of mechanical seals in liquid pipeline systems. The study is conducted by relying upon publicly-available literature, vendor interviews, and pipeline operator interviews to synthesize information about mechanical seals ranging from their basic definition and construction, to commonly used seal piping plans, common mechanical issues, and best practices to specifying new seals and troubleshooting current seals. | PR703-23202-R01 Review of Mechanical Seal Technology for Liquid Pipelines | This report describes a study identifying the uses, best practices, problems, and nuances of mechanical seals in liquid pipeline systems. The study is conducted by relying upon publicly-available literature, vendor […] | publish | Uncategorized | open | open | pr703-23202-r01-review-of-mechanical-seal-technology-for-liquid-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr703-23202-r01-review-of-mechanical-seal-technology-for-liquid-pipelines/ | 0 | 0 | raw | default | 150 | Compressor & Pump Station | |||||||
| 26/03/2025 | 3717 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report summarizes recent precombustion chamber research for lean burn two-stroke natural gas engines. Projects carried out under the existing precombustion chamber roadmap are described. The precombustion chamber roadmap is analyzed to assess the status and effectiveness of roadmap projects. Recommendations are made for future work and how to proceed with the PCC roadmap. | PR703-242003-R01 PCC Roadmap Compilation Report | This report summarizes recent precombustion chamber research for lean burn two-stroke natural gas engines. Projects carried out under the existing precombustion chamber roadmap are described. The precombustion chamber roadmap is […] | publish | Uncategorized | open | open | pr703-242003-r01-pcc-roadmap-compilation-report | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr703-242003-r01-pcc-roadmap-compilation-report/ | 0 | 0 | raw | default | 250 | Compressor & Pump Station | |||||||
| 04/02/2026 | 3718 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Regulatory drivers and environmental concern continue to exert downward pressure on engine emissions from pipeline compressor stations. Collaboration among government, industry, and academic entities resulted in substantial reductions in most engine emissions, but several opportunities likely remain for continued improvement. The technologies needed to achieve improvements remain unknown. This document summarizes a collaborative effort among PRCI, key stakeholders in industry, and members of academia to create a research roadmap that intends to guide discovery of the opportunities and technologies for reduced engine emissions. The document summarizes a brief literature review conducted before an in-person workshop took place to identify the most likely research topics that target future technology development for improved engine emissions. Further, the document describes the jointly-developed roadmap and provides context to the various topics appearing on the roadmap. The document intends to serve members of PRCI Compressor & Pump Station Committee, along with members of industry and academia, in identifying potential research projects that could lead to new and innovated technology that primarily seeks to improve engine emissions and efficiency, but also considers engine reliability and maintainability. The document could serve prospective research contractors seeking to contribute to PRCI's mission. Finally, the document could serve other PRCI committees should this document serve as an exemplar for roadmap development and reporting. | PR703-252011-R01 Road Map Activity for Low CO2e Engine Technologies | Regulatory drivers and environmental concern continue to exert downward pressure on engine emissions from pipeline compressor stations. Collaboration among government, industry, and academic entities resulted in substantial reductions in most […] | publish | Uncategorized | open | open | pr703-252011-r01-road-map-activity-for-low-co2e-engine-technologies | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr703-252011-r01-road-map-activity-for-low-co2e-engine-technologies/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 01/07/2026 | 3719 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline Research Council International launched in 2020 the Greenhouse Gas Reduction Strategic Research Priority, or GHG SRP. This SRP bridged multiple technical committees, including Com-pressor & Pump Station, Measurement, and Integrity & Inspection. In total, the SRP funded over 30 individual research projects that advanced the state of knowledge and art as related to technol-ogy to reduce greenhouse gas emissions from the pipeline industry. Despite the unification of pro-jects by objective (i.e., reducing GHG emissions), there exists the risk of losing the collective knowledge and directed effort toward the objective due to individualized nature of each project. Thus, a need exists to collect in summary fashion the high-level summary and conclusions of each individual project in a single document, thereby making all the GHG SRP research accessible through inclusion in this compendium. The compendium herewith integrates the high-level summaries and major conclusions from each individual project funded through the GHG SRP. The target audience for this compendium includes a broad range of stakeholders, including entry-level engineers seeking to understand the full scope of GHG emission issues and technologies to abate them, mid-level engineers and decision makers working to develop and deploy technology, and upper-level executives seeking to provide long-term direction to their organization's environ-mental impact mitigation plans and strategies. | PR703-252013-R01 Greenhouse Gas (GHG) Compendium | Pipeline Research Council International launched in 2020 the Greenhouse Gas Reduction Strategic Research Priority, or GHG SRP. This SRP bridged multiple technical committees, including Com-pressor & Pump Station, Measurement, and […] | publish | Uncategorized | open | open | pr703-252013-r01-greenhouse-gas-ghg-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr703-252013-r01-greenhouse-gas-ghg-compendium/ | 0 | 0 | raw | default | 0 | Compressor & Pump Station | |||||||
| 13/04/2022 | 3720 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report summarizes the outcomes of the second year of PRCI ECA-1-1. Concretely, specific methodologies developed to improve the NDE-FEA framework have been discussed (as elaborated in T2.3: "Evaluation and improvement of 3D NDE - FEA performance). A medium wide plate (MWP) testing program (T2.1: "Design and preparation of experimental test program") was designed to experimentally validate the results obtained from the NDE-FEA framework (T2.2: "MWP test execution and analysis"). The results show satisfactory agreement between the CDF response obtained from the NDE-FEA framework and experimental testing. Concrete strategies to embed the 3D NDE - FEA framework in a multi-level ECA framework and a roadmap for future work to enable its practical adoption are finally suggested (T2.4: "Embedding coupled 3D NDE - FEA within a multi-level ECA framework"). | PR-716-204500-R01 Integration of 3D NDE Systems to FEA Evaluation of Flaws | This report summarizes the outcomes of the second year of PRCI ECA-1-1. Concretely, specific methodologies developed to improve the NDE-FEA framework have been discussed (as elaborated in T2.3: “Evaluation and […] | publish | Uncategorized | open | open | pr-716-204500-r01-integration-of-3d-nde-systems-to-fea-evaluation-of-flaws | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-716-204500-r01-integration-of-3d-nde-systems-to-fea-evaluation-of-flaws/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 28/10/2025 | 3721 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The addendum summarizes additions to the Microsoft Excel Spreadsheet tool developed in project number IM-1-06 for the practical implementation of the measurement performance validation methodology outlined in the API RP 1163 2021 Edition (API 1163-2021). The addendum covers the following new features: - Crack and Dent Assessments: the spreadsheet has been updated to consider the additional data columns and attributes necessary to assess the ILI measurement performance of cracks and dents. The updates include incorporating field measurement errors, the ability to input both length and depth measurements, and handling data subsets. - Measurement Error Model: field measurement error is characterized by a ratio of the ILI to field error. The ILI is modelled as having either a systematic bias or a linear regression to true dimensions. - Subset Data: multiple subsets of data can be analyzed separately. Incorporating data sub-sets allows operators to compare the measurement performance for categories of interest. - Simplification of the Probability of Identification: POI has been simplified by assuming the field-identified anomaly type is correct. The POI is calculated for each anomaly type in the dataset. Only reported anomalies are included in the revised POI calculation. - Expansion of Level 2 and Level 3 Tests: the null hypothesis and tolerance interval estimate methods have been expanded to perform retrospective analysis of the Level 2 test and one-sided Level 3 tests. - Burst Pressure Comparison: the spreadsheet has been updated to include additional data inputs for comparing the Failure Pressure Ratio (FPR) estimates derived from ILI measurements and field measurements. The five (5) files included in this zipped deliverable package are: 1) PR719-243812-R01 Addendum to API 1163 Performance Validation Guidelines - Crack and Dent.pdf 2) PR719-223803-R01 API 1163 Performance Validation Guidelines.pdf 3) PR719-223803-M01 API 1163 Performance Validation Guidelines Spreadsheet User Guide.pdf 4) PR719-243812-E01 API 1163 Performance Validation Spreadsheet Tool.xlsx 5) PRCI Spreadsheet EULA.pdf | PR719-243812-Z01 Addendum to API 1163 Performance Validation Guidelines Crack and Dent | The addendum summarizes additions to the Microsoft Excel Spreadsheet tool developed in project number IM-1-06 for the practical implementation of the measurement performance validation methodology outlined in the API RP […] | publish | Uncategorized | open | open | pr719-243812-z01-addendum-to-api-1163-performance-validation-guidelines-crack-and-dent | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr719-243812-z01-addendum-to-api-1163-performance-validation-guidelines-crack-and-dent/ | 0 | 0 | raw | default | 0 | Corrosion | |||||||
| 09/07/2026 | 3722 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | An electromagnetic acoustic transducer (EMAT) is an ultrasonic sensor that, unlike conventional piezoelectric ultrasonics, does not require a liquid couplant to inspect and characterize crack-like defects in steel. Instead, ultrasonic waves are induced in the steel using an electro-magnetic field. Not requiring a liquid couplant makes EMAT In-Line Inspection (ILI) tools suitable for inspecting gas transmission pipelines, and evaluating natural gas pipelines subject to the Stress Corrosion Cracking (SCC) threat. In this project, a large high-quality data set of EMAT and field-measured SCC in the pipe body was collected from various operators. The sizing performance of the EMAT technology, both from the depth and length perspective, was characterized using the Level 3 methodology described in American Petroleum Institute (API) Recommended Practice (RP) 1163 (1). However, one of the known challenges with API RP 1163 is that it does not capture variability in field measurement between different techniques. To address this challenge, the data set was evaluated with a partial pooling model to estimate the underlying ILI EMAT performance. The model characterizes performance by partially sharing the underlying ILI EMAT performance across the data subsets, with each subset containing confounders known to influence measurement error, as well as confounders to capture the random error not necessarily captured in the available data. Crack-like anomalies are a complex phenomenon, with non-uniform profiles, axial positions, morphologies, and interacting elements. It's quite reasonable that two processes accurately measure different parts of the same anomaly resulting in different, but accurate measurements of the same phenomena. As a result, this project came up with a list of recommended best practices for field data collection, to ensure that the data used to validate tool performance is collected consistently and accurately, and that the variability between different operators is reduced. This document aims to help integrity and Non-destructive Examination (NDE) specialists incorporate these guidelines into their procedures, processes, or specifications to improve in-ditch data collection for the purpose of validating EMAT technology performance. | PR719-253823-R01 Best Practices to Validate EMAT Performance | An electromagnetic acoustic transducer (EMAT) is an ultrasonic sensor that, unlike conventional piezoelectric ultrasonics, does not require a liquid couplant to inspect and characterize crack-like defects in steel. Instead, ultrasonic […] | publish | Uncategorized | open | open | pr719-253823-r01-best-practices-to-validate-emat-performance | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr719-253823-r01-best-practices-to-validate-emat-performance/ | 0 | 0 | raw | default | 500 | Integrity & Inspection | |||||||
| 26/11/2020 | 3723 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The overall goal of the study is to develop a concrete path forward to define the necessary projects that need to be completed for companies to safely and reliably inject hydrogen into their pipelines at certain blend levels. The study was broken down into four main tasks as follows: - Mapping of worldwide projects and references, - State-of-the-art analysis, - Gap analysis, and - Recommendations for R&D topics. The analysis focused around 8 technical subjects including: - Integrity, - Safety, - Network & End-Use Equipment, - Metering & Gas Quality, - Network Management & Compression, - Inspection & Maintenance, - Hydrogen-Natural Gas Separation, and - Underground Gas Storage. | PR-720-20603-R01 Emerging Fuels – Hydrogen SOTA Gap Analysis and Future Project Roadmap | The overall goal of the study is to develop a concrete path forward to define the necessary projects that need to be completed for companies to safely and reliably inject […] | publish | Uncategorized | open | open | pr-720-20603-r01-emerging-fuels-hydrogen-sota-gap-analysis-and-future-project-roadmap | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-720-20603-r01-emerging-fuels-hydrogen-sota-gap-analysis-and-future-project-roadmap/ | 0 | 0 | raw | default | 150 | Measurement | |||||||
| 30/05/2023 | 3724 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report in the first in a series that has the intent of transferring PRCI research results into relevant industry standards. The MAT-8 fracture model is a state-of-the-art approach for predicting burst pressure in pipe joints with longitudinal cracks and crack-like flaws. It is suitable for inclusion in the API/ASME fitness-for-service (FFS) standard. | PR723-224503-R01 Technology Transfer to the Fitness-for-Service Standard API 579-1 | This report in the first in a series that has the intent of transferring PRCI research results into relevant industry standards. The MAT-8 fracture model is a state-of-the-art approach for […] | publish | Uncategorized | open | open | pr723-224503-r01-technology-transfer-to-the-fitness-for-service-standard-api-579-1 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr723-224503-r01-technology-transfer-to-the-fitness-for-service-standard-api-579-1/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 03/10/2024 | 3725 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project entailed refitting the Paris fatigue constants to data from the IM-3-2 project. The purpose of this work is to provide improved material constants for inclusion in a future edition of API RP 1176. The original fits suffered from several shortcomings, including the inadvertent commission of a statistical fallacy called Simpson's Paradox. In addition to new Paris equation fits to the IM-3-2 data, this report contains fits to the Walker equation, which enables operators to account for differences in growth rates at high and low R-ratios, where R is the ratio of minimum to maximum pressure in a given cycle. | PR723-243802-R01 Refitting Paris Fatigue Constants for API 5L Steels and Seam Welds | This project entailed refitting the Paris fatigue constants to data from the IM-3-2 project. The purpose of this work is to provide improved material constants for inclusion in a future […] | publish | Uncategorized | open | open | pr723-243802-r01-refitting-paris-fatigue-constants-for-api-5l-steels-and-seam-welds | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr723-243802-r01-refitting-paris-fatigue-constants-for-api-5l-steels-and-seam-welds/ | 0 | 0 | raw | default | 100 | Integrity & Inspection | |||||||
| 25/11/2025 | 3726 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document is a peer review of two recent reports from PRCI Project IM-1-08, which proposes new minimum fracture toughness requirements to comply with PHMSA Mega Rule RIN1 -- 192.712. The original reports present practical recommendations for Charpy V-Notch (CVN) toughness values for vintage and modern pipeline material categories, offering some relief from the exceedingly conservative default toughness mandates in 49CFR192.712. However, these re-ports contain a controversial recommendation that the authors believe run counter to the consensus of published literature. Specifically, the authors take issue with proposed toughness adjustments in IM-1-08, in which fracture toughness is assumed to decrease monotonically with relative crack depth, at, down to zero a/t at=0.9. Empirical data for vintage pipe joints, both burst tests and prior failures, show no evidence of a significant drop in toughness for deep cracks. Accordingly, the present authors conclude that the IM-1-08 recommendations concerning crack depth effects on fracture toughness lack technical justification. The present authors also investigated the influence of pipe metal temperature on the pressure capacity of LF-ERW pipe within the range of 0 to 70F. The study incorporated Monte Carlo simulations that accounted for variability in fracture toughness (including constraint effects), tensile properties, flaw dimensions, and flaw location (i.e., bond line versus heat-affected zone). The target audience for this report includes pipeline operators, regulators, subject matter experts, and researchers with an interest in the crack threat. The original PHMSA Mega Rule RIN1 - 192.712 has a number of well-documented shortcomings, so there is a very strong need to modify this regulation. The present report is an important companion to the original IM-1-08 reports because it presents a different perspective on toughness rules and offers improvements on the original authors' recommendations. | PR723-253819-R01 Critical Review of IM-1-08 Reports White Paper | This document is a peer review of two recent reports from PRCI Project IM-1-08, which proposes new minimum fracture toughness requirements to comply with PHMSA Mega Rule RIN1 — 192.712. […] | publish | Uncategorized | open | open | pr723-253819-r01-critical-review-of-im-1-08-reports-white-paper | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr723-253819-r01-critical-review-of-im-1-08-reports-white-paper/ | 0 | 0 | raw | default | 50 | Corrosion | |||||||
| 15/02/2022 | 3727 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
The American Petroleum Institute (API) initiated this project through Pipeline Research Council International, Inc. (PRCI), to apprise industry consensus recommended practices regarding reasonable and prudent crack in-line inspection (ILI) response criteria for hazardous liquid pipelines based on a comprehensive and informed consideration of current practices, processes, research, ILI performance and the industry's operating history. API Recommended Practice (RP) 1176, Assessment and Management of Cracking in Pipelines, are currently being prepared. A target date for a notice of proposed rulemaking (NPRM) from the U.S. Department of Transportation's (DOT) Pipeline and Hazardous Material Safety Administration (PHMSA) for Title 49 Code of Federal Regulation (CFR) §195.452 has not been communicated at this time, however it is anticipated by the industry that an NPRM addressing changes to pipeline integrity management is forthcoming. The objective of this research is to substantiate API's stated depth and failure pressure ratio (FPR) response criteria applicable to ILI reported cracking anomalies in hazardous liquid pipelines, as well as facilitate operator and regulator technical insight sharing. |
PR727-213904-R01 Considerations for Crack ILI Response in Hazardous Liquids Pipelines | The American Petroleum Institute (API) initiated this project through Pipeline Research Council International, Inc. (PRCI), to apprise industry consensus recommended practices regarding reasonable and prudent crack in-line inspection (ILI) response […] | publish | Uncategorized | open | open | pr727-213904-r01-considerations-for-crack-ili-response-in-hazardous-liquids-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr727-213904-r01-considerations-for-crack-ili-response-in-hazardous-liquids-pipelines/ | 0 | 0 | raw | default | 0 | Integrity & Inspection | |||||||
| 11/09/2024 | 3728 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The goal of this project was to develop flow charted decision processes for operators to determine when ILI is appropriate and recommended. Two initial tasks developed the background material needed for developing the decision processes. Task 1 is a review of publicly available and industry research reports pertaining to the linkage between susceptibility to crack-related failure and performing ILI. Primary references are the results from industry work that informed the development of TTO5 and the development of other industry guidance documents. Task 2 is a survey of operators to understand the extent to which TTO5 does or does not address their integrity management needs regarding reassessments for cracks, and to learn the details of their solutions to perceived shortcomings with TTO5. Task 3 is the development of an updated decision process for determining susceptibility to cracking and the necessary intervals for assessment of the pipeline condition with respect to fatigue cracking and stress-corrosion cracking. Separate decision processes were developed for cracks that grow by fatigue and corrosion (either stress corrosion or corrosion fatigue). The decision process for fatigue crack growth susceptibility and the associated assessment schedule has three frameworks. The process for stress corrosion crack and corrosion fatigue has one. This Bundle includes the Final Report (PR727-223805-R01 Guidelines for When to Perform Crack Detection In-Line Inspection) and 2 White Papers (PR727-223805-R02 Decision Process for Fatigue Crack Growth Susceptibility and Assess White Paper & PR727-223805-R03 Stress Corrosion Cracking Susceptibility White Paper) | PR727-223805-Z01 Guidelines for When to Perform Crack Detection In-Line Inspection | The goal of this project was to develop flow charted decision processes for operators to determine when ILI is appropriate and recommended. Two initial tasks developed the background material needed […] | publish | Uncategorized | open | open | pr727-223805-z01-guidelines-for-when-to-perform-crack-detection-in-line-inspection | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr727-223805-z01-guidelines-for-when-to-perform-crack-detection-in-line-inspection/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 20/08/2024 | 3729 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes the results of a study to identify susceptibility criteria for the integrity threat to pipelines posed by "hard spots" that were introduced in certain varieties of line pipe in the pipe manufacturing process. Historical pipeline failures and past research were reviewed, collected data was analyzed, and a susceptibility ranking process was developed. Recommendations for management of the integrity threat posed by hard spots are made. Suggestions for further research are also presented. | PR727-234502-R01 Hard Spot Susceptibility Review | This report describes the results of a study to identify susceptibility criteria for the integrity threat to pipelines posed by “hard spots” that were introduced in certain varieties of line […] | publish | Uncategorized | open | open | pr727-234502-r01-hard-spot-susceptibility-review | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr727-234502-r01-hard-spot-susceptibility-review/ | 0 | 0 | raw | default | 500 | Design, Materials & Construction | |||||||
| 27/08/2024 | 3730 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This white paper summarizes the results of a study to identify susceptibility criteria for the integrity threat to pipelines posed by "hard spots". Hard spots in the pipe body have acted as the origin for at least 85 leaks and ruptures in North American pipelines since the 1950s to the present time. The hard spots were formed during the manufacturing of the plate or skelp used to form the finished line pipe. | PR727-234502-R02 Pipe Body Hard Spot Susceptibility | This white paper summarizes the results of a study to identify susceptibility criteria for the integrity threat to pipelines posed by “hard spots”. Hard spots in the pipe body have […] | publish | Uncategorized | open | open | pr727-234502-r02-pipe-body-hard-spot-susceptibility | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr727-234502-r02-pipe-body-hard-spot-susceptibility/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 01/08/2024 | 3731 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes the contents of a comprehensive Microsoft Excel database of underground storage (UGS) failure and near miss incidents. The database captures underground storage-related incidents from depleted oil & gas reservoir, aquifer, and salt cavern facilities in the United States, Canada, and Europe sourced from publicly available literature and participating, anonymous operators. The intent of the database is to help operators understand and improve key practices involved in the design, construction, operations, maintenance, and integrity management of underground storage assets through trending and lessons learned from the reported incidents. | PR-727-23700-R01 Underground Storage Failure and Near Miss Trending | This report describes the contents of a comprehensive Microsoft Excel database of underground storage (UGS) failure and near miss incidents. The database captures underground storage-related incidents from depleted oil & […] | publish | Uncategorized | open | open | pr-727-23700-r01-underground-storage-failure-and-near-miss-trending | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-727-23700-r01-underground-storage-failure-and-near-miss-trending/ | 0 | 0 | raw | default | 400 | Underground Storage | |||||||
| 11/02/2026 | 3732 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Toughness is an important consideration in fitness-for-service assessments of imperfections in pipe base metal and seams. Various descriptors of toughness are used, but traditionally, all have re-quired destructive testing to quantify toughness. This report summarizes the current and anticipated near term capabilities of various nondestructive technologies for describing the toughness of steel pipe and pipe seams. It serves three purposes, potentially applying to three different types of users: - For staff associated with technology development, assessment, and selection, it is a re-source for development of future technology validation projects conducted by pipeline operators, service providers, or researchers. - For the benefit of technology developers, it describes the priorities of the end-user (pipeline operators) with regard to the types of toughness descriptors and technology capabilities that are most highly valued. - For technical staff with limited familiarity with measurement and use of toughness data, it describes different traditional methods of measuring and using toughness test results. The technologies reviewed include multiple variants of instrumented indentation testing, the Massachusetts Materials Technology (MMT) Blade Toughness Meter (BTM), the MMT Hardness, Strength and Ductility (HSD) method, small punch test (SPT), in-line inspection (ILI), electro-chemical methods, ultrasonic (UT) methods, and various algorithms (models). The characteristics of each technology were assessed via review of published literature and conversations with subject matter experts to determine the PRCI technology readiness level (TRL) of each technology. The capabilities of each technology were compared to the priorities and preferences expressed by potential technology users and matches and gaps between those capabilities, preferences, and priorities were identified. Recommendations for further technology development, assessment, and validation studies have been developed. | PR727-243814-R01 State of NDE Technologies Able to Measure or Predict Seam and Pipe Body Toughness | Toughness is an important consideration in fitness-for-service assessments of imperfections in pipe base metal and seams. Various descriptors of toughness are used, but traditionally, all have re-quired destructive testing to […] | publish | Uncategorized | open | open | pr727-243814-r01-state-of-nde-technologies-able-to-measure-or-predict-seam-and-pipe-body-toughness | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr727-243814-r01-state-of-nde-technologies-able-to-measure-or-predict-seam-and-pipe-body-toughness/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 12/03/2026 | 3733 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Operators of underground storage (UGS) facilities rely on accurate and reliable failure and near miss data as a resource to understand existing or emerging threats and to identify where additional research may be needed to enhance safety and reliability at these facilities. This report describes the contents of a comprehensive Microsoft (MS) Excel database of under-ground storage (UGS) failure and near miss incidents. The database captures underground storage-related incidents from depleted oil & gas reservoir, aquifer, and salt cavern facilities in the United States, Canada, and Europe sourced from publicly available literature and participating, anonymous operators. This report is an update of Contract PR727-23700 that was finalized July 11, 2024. This report includes new failure and near miss incidents since the original report's publication date, additional database fields, and normalized incident rates that can be used for hazard and operability (HAZOP) studies and risk analysis. This document aims to help subsurface engineers, well integrity specialists, and risk managers involved in UGS operations understand and improve key practices involved in the design, construction, operations, maintenance, and integrity management of underground storage assets through trending and lessons learned from the reported incidents. PRCI, through a pilot program, will be converting the MS Excel database deliverable from this project into an online, searchable database hosted by PRCI. The online database can then be used by member companies to continually populate the UGS failure and near miss database with new incidents, perform queries to identify trends, and use the information to help justify integrity management actions. A spreadsheet and corresponding End User License Agreement (EULA) is included in the document. | PR727-257001-Z01 Underground Storage Failure and Near Miss Trending – Practical Applications | Operators of underground storage (UGS) facilities rely on accurate and reliable failure and near miss data as a resource to understand existing or emerging threats and to identify where additional […] | publish | Uncategorized | open | open | pr727-257001-z01-underground-storage-failure-and-near-miss-trending-practical-applications | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr727-257001-z01-underground-storage-failure-and-near-miss-trending-practical-applications/ | 0 | 0 | raw | default | 400 | Underground Storage | |||||||
| 30/06/2025 | 3694 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipelines that traverse areas of active ground movement may be subject to Tensile Strain Demand (TSD) due to soil-pipe interaction. Independently, the pipe may have locations with reduced Tensile Strain Capacity (TSC) stemming from construction practices or due to pre-existing pipe wall defects, girth weld anomalies, or Circumferential Stress Corrosion Cracking (CSCC). The confluence of elevated TSD and reduced TSC presents a susceptibility to Loss of Containment (LOC) due to circumferential cracking. This study provides a methodology to identify segments and sites with circumferential cracking susceptibility and a Probability of Failure (POF) calculation methodology. The developed POF calculation draws on NDE-4-24 Framework Deliverable 8, Geohazard Program Considerations, that describes the landslide hazard and scenarios of landslide ground displacement. Likewise, the POF calculation references Framework Deliverable 9, Pipeline Vulnerability Analysis Methodology, for the probabilistic calculation of TSD based on soil-pipe interaction and ground displacement, and vulnerability to circumferential crack LOC taking into consideration the effect of pre-existing circumferential flaws. Validation of the POF calculation is based on an analysis of historical incident case studies as provided in Framework Deliverable 7, Probability of Failure Calculator for Landslides Report. The overall methodology aligns with the approach defined in Framework Deliverable 2, Pipeline Reliability Thresholds, where reliability thresholds are defined as a function of a risk benchmark and variables that reflect the magnitude of the consequence along the pipeline. Comparison of the POF to a reliability threshold provide a basis for risk-informed circumferential crack management. | PR676-233801-R03 Circumferential Crack Hazard POF Analysis Process | Pipelines that traverse areas of active ground movement may be subject to Tensile Strain Demand (TSD) due to soil-pipe interaction. Independently, the pipe may have locations with reduced Tensile Strain […] | publish | Uncategorized | open | open | pr676-233801-r03-circumferential-crack-hazard-pof-analysis-process | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr676-233801-r03-circumferential-crack-hazard-pof-analysis-process/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 09/01/2026 | 3695 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline Research Council International Inc. (PRCI)'s Crack Management SRP has identified that circumferential cracking is challenging for pipeline operating companies. To close this gap the NDE-4-24 project aims to create a framework to identify, assess, and mitigate the risk due to circumferential cracking threats. Susceptibility to failure from circumferential cracking is linked to (1) circumferential cracks subject to increasing axial or bending strains due to secondary loading, or (2) growth in circumferential cracks at locations of residual or built-in construction strain. This project focuses on the first. No single inline inspection technology can identify circumferential cracks co-located within areas of increasing axial and bending strain. While bending strains are reliably detected with inertial mapping in-line inspection (ILI/IMU), identifying increasing strain due to subsidence or ground movement geotechnical requires separate expertise. This project combines these into a framework to estimate the risk of a pipeline failure from circumferential cracks. This work summarizes the process for evaluating risk treatment for the circumferential cracking threat, which is a key element in the circumferential crack management framework. The framework is compatible with the state-of-the-art risk methods used for other threats, intended to integrate into operators' integrity management planning, and addresses the latest regulations and best practices adhered to by the industry. Given the variety and limitations of current geotechnical and circumferential cracking models, not all of which are calibrated or probability-based, and the challenges in defining acceptable risk criteria, this deliverable describes methods for determining risk criteria, evaluating model effectiveness, and assessing risk treatment effectiveness. It also aims to assist operators in determining when risk has been genuinely reduced and when models are validated. | PR676-233801-R05 Matching Risk Treatment to Risk Exposure for the Circumferential Cracking Hazard | Pipeline Research Council International Inc. (PRCI)’s Crack Management SRP has identified that circumferential cracking is challenging for pipeline operating companies. To close this gap the NDE-4-24 project aims to create […] | publish | Uncategorized | open | open | pr676-233801-r05-matching-risk-treatment-to-risk-exposure-for-the-circumferential-cracking-hazard | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr676-233801-r05-matching-risk-treatment-to-risk-exposure-for-the-circumferential-cracking-hazard/ | 0 | 0 | raw | default | 50 | Corrosion | |||||||
| 09/07/2024 | 3696 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document provides operators with a comprehensive overview of the threats which geohazards can present to oil and gas pipelines, as well as introduce the various management options available to manage those geohazard threats. Operators will be provided with definitions of geohazards, the various ways which geohazards can cause negative effects and "interact" with pipelines, as well as a better understanding of the tools available to create and implement a robust geohazard management program for their pipeline network. Probability of Failure is introduced as a quantitative assessment approach that can be implemented for locations where pipelines cross geohazards. Pipeline operators should consider the type of terrain their network crosses, the product which they transport, and their regulatory and social environment when deter-mining which tools to implement as part of their corporate geohazard management program. | PR676-233801-R08 Geohazard Program Considerations | This document provides operators with a comprehensive overview of the threats which geohazards can present to oil and gas pipelines, as well as introduce the various management options available to […] | publish | Uncategorized | open | open | pr676-233801-r08-geohazard-program-considerations | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr676-233801-r08-geohazard-program-considerations/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 01/07/2025 | 3697 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Continuous buried pipelines are generally required to traverse long distances and as such, inevitably pass through unstable landforms which may impart critical levels of stress beyond the intrinsic capacity of the pipelines. The deformational response of buried pipelines subject to relative ground movement is strongly influenced by the geotechnical properties of the immediate backfill and surrounding soil, the size and direction of the soil movement in which the pipeline is embedded, as well as mechanical soil-pipe interaction behavior. With respect to the mode of deformation, relative ground movement may be classified as transient ground deformation (TGD) or permanent ground deformation (PGD). Studies show that pipelines are more susceptible to brittle fracture due to cyclic loading when subjected to TGD whereas, under PGD, they tend to exhibit a more ductile response. The orientation of the moving soil mass relative to the pipe axis is a major factor that determines the deformational response of a buried pipeline under PGD: transverse and oblique PGD tend to induce predominantly bending strains while longitudinal PGD is more likely to induce axial tension and compression close to the margins of the PGD zone. Ductile behavior in metallic pipelines is characterized by a definitive yield point in the stress-strain curve beyond which the pipe material experiences a significant loss of stiffness (i.e., significantly less loading capacity relative to material deformation); hence, strain-based design and assessment (SBDA) methodology is well suited to account for geohazard-related failure mechanisms in pipelines subjected to landslides. Pipeline vulnerability evaluation relies on the SBDA methodology as it represents the limit state function which describes the relationship between the strain demand on the pipeline and the strain capacity of the pipeline. The applicability of the vulnerability analysis method presented in this report is limited to strain demand in the tensile region of the pipe; where non-bending strains are more likely to initiate cracking. Finite element models of seven real-world cases were simulated using a commercial finite element analysis (FEA) software package, ABAQUS CAE (version 2019), and the resultant axial strains in the tensile zones of the models were compared to the strain demand predicted using the analytical methods outlined in this report. The results showed reasonable correlation between the FEA results and the analytically predicted strain demand. Appropriate implementation of the vulnerability analysis methodology presented herein requires subject matter and state of the art familiarity to determine the appropriate margin of safety to account for differences between real word soil-pipe interaction and the simplified assumptions inherent in the strain demand models. | PR676-233801-R09 Pipe Vulnerability Analysis Methodology | Continuous buried pipelines are generally required to traverse long distances and as such, inevitably pass through unstable landforms which may impart critical levels of stress beyond the intrinsic capacity of […] | publish | Uncategorized | open | open | pr676-233801-r09-pipe-vulnerability-analysis-methodology | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr676-233801-r09-pipe-vulnerability-analysis-methodology/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 27/02/2026 | 3698 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline operators who are managing the threat of circumferential cracking in areas of active ground movement have the unusual challenge of having know-how to repair pipe wall conditions and remediate unstable slopes without a clear target for where or when such intervention may be warranted. As a measure towards targeting circumferential cracking susceptibility, NDE-4-24 Framework Deliverable 3 "Circumferential Crack Hazard POF Analysis Process", demonstrates how to calculate the probability of failure for circumferential cracking based on macroscopic landslide inter-action and site parameters. While the resulting probability of failure estimates are valuable in terms of evaluating acceptability and prioritizing sites for risk treatment, a follow-on process is needed to deterministically resolve contributing factors at a scale where remediation can be formulated. The Risk Treatment Strategies for Circumferential Cracking provide guidance for evaluating risk, investigations for uncertainty reduction, determining a Risk Reduction Decision Type to inform selection of a risk reduction approach, and the full depth and variety of risk reduction options that can be deployed, subject to ranges of applicability. The objective is to maintain a suitable margin of safety for pipe wall integrity by undertaking appropriate and timely treatment of the circumferential cracking threat and causal ground movement. This zip file contains 2 items: 1. PR676-233801-R04 Risk Treatment Strategies for Circumferential Cracking (Final report) 2. PR676-233801-E04 ILI Vendor RFI Responses and Novel Technologies for Circumferential Crack | PR676-233801-Z04 Risk Treatment Strategies for Circumferential Cracking | Pipeline operators who are managing the threat of circumferential cracking in areas of active ground movement have the unusual challenge of having know-how to repair pipe wall conditions and remediate […] | publish | Uncategorized | open | open | pr676-233801-z04-risk-treatment-strategies-for-circumferential-cracking | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr676-233801-z04-risk-treatment-strategies-for-circumferential-cracking/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 24/03/2026 | 3699 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In order to effectively manage the circumferential cracking threat, the ability to quantify the bending strains present on a pipeline is extremely valuable. This is typically done with an Inertial Measurement Unit (IMU) attached to an Inline Inspection (ILI) tool. The output of these ILI IMU tools is typically referred to as raw IMU data. This raw IMU data can be consumed by visual analytics software and integrated with other integrity data sets in order to quantify bending strain magnitudes and driving mechanisms. As raw IMU data typically consists of distance, horizontal strain, vertical strain, total strain, elevation, latitude, longitude, azimuth, and pitch measurements recorded at 4 in (10 cm) spacing, this can result in large data files for most pipelines. This zipped package contains three (3) deliverables: 1. PR676-233801-S06 IMU Strain Data Screening Utility Tool. The desktop software is intended to parse the raw IMU data into smaller study area packages so they can be ingested into visual analytics software more easily. 2. PR676-233801-M06 IMU Strain Data Screening Utility Manual. This reference document is intended to act as the user manual for the above software, covering the following topics: - Use of the software to load, align, and export the data; - Data entry into the input template; - Illustrated example walk-throughs of the software; and - Description of the implemented methodologies within the software 3. PR676-233801-E06 Strain Data Screening Utility Test Report. This reference document describes the testing program implemented to verify the results of the above software. Three fully worked benchmark test cases including expected inputs and outputs are also provided for verification. | PR676-233801-Z06 IMU Strain Data Screening Utility | In order to effectively manage the circumferential cracking threat, the ability to quantify the bending strains present on a pipeline is extremely valuable. This is typically done with an Inertial […] | publish | Uncategorized | open | open | pr676-233801-z06-imu-strain-data-screening-utility | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr676-233801-z06-imu-strain-data-screening-utility/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 26/09/2019 | 3700 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | LiDAR is an extremely capable technology. These datasets are large and have historically required significant manpower to analyze. The technology is also complex and operators have questions on how to effectively deploy it. New technologies including artificial intelligence, machine vision and large-scale cloud computing provide the opportunity for operational use of aerial LiDAR data collection for geohazard assessment. Enview performed analytics to create a sub-centimeter accurate 3D model of the entire system and identify anomalies/areas of interest on recently collected airborne LiDAR and high-res orthoimagery a gas transmission pipeline network. The goals of this project were are to: (1) share lessons on how to operationalize LiDAR; (2) provide operators with clear guidance how to deploy LiDAR to measure topographic changes near ROW; and (3) provide guidance on how to balance data quality with cost-effectiveness. There is a related webinar. | PR-680-183907-R01 Use of Aerial LiDAR Data Collection for Geohazards | LiDAR is an extremely capable technology. These datasets are large and have historically required significant manpower to analyze. The technology is also complex and operators have questions on how to […] | publish | Uncategorized | open | open | pr-680-183907-r01-use-of-aerial-lidar-data-collection-for-geohazards | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-680-183907-r01-use-of-aerial-lidar-data-collection-for-geohazards/ | 0 | 0 | raw | default | 3.500 | Surveillance, Operations & Monitoring | |||||||
| 14/12/2020 | 3701 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Natural gas is the largest primary energy source in the United States. Reliance on natural gas is only increasing as its role in electricity systems becomes more significant and that of coal diminishes. While this has air quality and health benefits over the use of coal, the global warming potential of methane - the primary component of natural gas - cannot be ignored. In order to mitigate methane leaks, periodic leak detection and repair programs are required in the United States. Various different technologies exist to detect and/or quantify methane leaks. Studying them and evaluating their performance is an important step in evaluating equivalence in emissions reductions between technologies. In this study, we evaluate the performance of two optical gas imaging cameras. The first is the FLIR GF320, an infrared camera, which we coupled with the Providence Photonics QL320 to enable it to quantify methane leaks. The second is the Rebellion Photonics mini-GCI, a hyperspectral imaging camera, which provides automated alerts when a leak is detected. Experiments to test the two systems were carried out at the Methane Emissions Technology Evaluation Center in Fort Collins, Colorado over two weeks. We tested both technologies at a variety of leak size and imaging distance combinations. In order to better simulate real-world conditions, we also tested the performance of the two systems in the presence of different types of interference. For the first technology, we evaluate the quantification performance and for the second, the detection performance. We report performance metrics at different distances, interference scenarios and leak sizes in the case of Rebellion. The two technologies differ in terms of automation, detection and quantification capabilities, imaging distance and minimum observable leak size. | PR-681-18701-R01 Evaluating the Use of Optical Gas Imaging Cameras for Above Ground Facilities | Natural gas is the largest primary energy source in the United States. Reliance on natural gas is only increasing as its role in electricity systems becomes more significant and that […] | publish | Uncategorized | open | open | pr-681-18701-r01-evaluating-the-use-of-optical-gas-imaging-cameras-for-above-ground-facilities | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-681-18701-r01-evaluating-the-use-of-optical-gas-imaging-cameras-for-above-ground-facilities/ | 0 | 0 | raw | default | 50 | Underground Storage | |||||||
| 22/04/2020 | 3702 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Evaluating risks for hydrotechnical threats at pipeline waterway crossings is important to maintaining pipeline integrity. Establishing standards and best practices for evaluating the risks associated with scour, bank erosion, and channel avulsion is essential to developing a consistent process that can be applied across a network of pipeline crossings and provide data to make decisions about prioritizing mitigation and monitoring. A multi-step process including inventory, screening, desktop analysis, and site visit can be applied to compile regional and local data from existing sources as well as site-specific information that informs risk assessment and identification of mitigation measures and monitoring approach. | PR-685-184506-R01 Development of Risk Assessment Procedures and Tools | Evaluating risks for hydrotechnical threats at pipeline waterway crossings is important to maintaining pipeline integrity. Establishing standards and best practices for evaluating the risks associated with scour, bank erosion, and […] | publish | Uncategorized | open | open | pr-685-184506-r01-development-of-risk-assessment-procedures-and-tools | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-685-184506-r01-development-of-risk-assessment-procedures-and-tools/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 09/07/2020 | 3703 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The purpose of this document is to identify and discuss hydrotechnical hazards and the threats they pose to an exposed pipeline in a watercourse. The discussion herein is intended to assist operators in identifying and assessing the hazards to facilitate safe operation of the pipeline. Although some topics in this report such as wave-action erosion are also applicable to sub-sea pipelines, they are meant to be applied in context to inland watercourses. The scope of this document is limited to the discussion of threats that could potentially affect the integrity of onshore pipelines at water crossings. | PR-685-184506-R02 Additional Hydrotechnical Hazard Pipeline Integrity | The purpose of this document is to identify and discuss hydrotechnical hazards and the threats they pose to an exposed pipeline in a watercourse. The discussion herein is intended to […] | publish | Uncategorized | open | open | pr-685-184506-r02-additional-hydrotechnical-hazard-pipeline-integrity | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-685-184506-r02-additional-hydrotechnical-hazard-pipeline-integrity/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 10/04/2020 | 3704 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document provides a summary of developing regional rainfall intensity-duration-frequency (IDF) curves for determining critical return period alert triggers, and compare with pipeline operator-specific QPE monitoring locations for known crossings of potential concern. These IDF curves aid in determining the rainfall depth that has accumulated within a specified period of time. One example of a trigger alert requested by a pipeline operator might be the 100-year return period rainfall at a location upstream of their pipeline crossing in a small watershed. | PR-685-184506-R03 Monitoring Techniques For Determining Critical Return Period Flood Alert Triggers | This document provides a summary of developing regional rainfall intensity-duration-frequency (IDF) curves for determining critical return period alert triggers, and compare with pipeline operator-specific QPE monitoring locations for known crossings […] | publish | Uncategorized | open | open | pr-685-184506-r03-monitoring-techniques-for-determining-critical-return-period-flood-alert-triggers | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-685-184506-r03-monitoring-techniques-for-determining-critical-return-period-flood-alert-triggers/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 06/04/2020 | 3705 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Systems to alert pipeline operators of existing or impending flood events of concern are important tools as operators work to protect infrastructure at crossings of concern. A critical return period flood alert allows operators to take pre-emptive actions that may reduce consequences involved in major flood events. Gages are valuable tools for collecting data and information about discharge. Physical in-waterway gages include reference gages, crest stage gages, and recording stage gages. For recording stage gages, data can be transmitted electronically and limit the need for site visits. Online, or 'virtual' gages, such as National Oceanic and Atmospheric Administration's high-resolution National Water Model and the National Weather Service Weather Prediction Center, are an alternative to using gages to collect data, as they cover larger areas and are typically less expensive than installing, maintaining and operating site-specific gages. This is D1 on the PHMSA table | PR-685-184506-R04 Potential Monitoring Techniques and Technologies for Real Time Rainfall and Flooding | Systems to alert pipeline operators of existing or impending flood events of concern are important tools as operators work to protect infrastructure at crossings of concern. A critical return period […] | publish | Uncategorized | open | open | pr-685-184506-r04-potential-monitoring-techniques-and-technologies-for-real-time-rainfall-and-flooding | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-685-184506-r04-potential-monitoring-techniques-and-technologies-for-real-time-rainfall-and-flooding/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 10/04/2020 | 3706 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Channel hydrology, hydraulics, and sediment composition are key variables to calculating vertical and horizontal channel movement. A variety of methods are available for estimating channel bed scour, bank erosion, and channel migration with fewer available to predict avulsion potential. These methods vary in complexity from simplified empirical and theoretical equations to complex multi-dimensional models that may be used to understand potential hydrotechnical threats to pipelines and other structures. Furthermore, there are a variety of publicly available resources of relevant information to enhance pipeline operators' development and implementation of an effective water crossing program. The public resources include the United States Geological Survey, the National Weather Service within the National Oceanic and Atmospheric Administration, Federal Emergency Management Administration, United States Department of Agriculture, Natural Resource Conservation Service, and the Government of Canada. | PR-685-184506-R05 Fluvial Geomorphology Equations and Mechanics | Channel hydrology, hydraulics, and sediment composition are key variables to calculating vertical and horizontal channel movement. A variety of methods are available for estimating channel bed scour, bank erosion, and […] | publish | Uncategorized | open | open | pr-685-184506-r05-fluvial-geomorphology-equations-and-mechanics | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-685-184506-r05-fluvial-geomorphology-equations-and-mechanics/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 03/09/2020 | 3707 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Attached is our first deliverable for ENV-4-1a Year 2 activities, Draft Phase D3-Web-Based Monitoring Dashboard report. Note the Task Lead Brian Jimenez at Energy Transfer has reviewed this already. As described in the text, for those reviewers who want to see the dashboard and receive email alerts for our 6 test sites (tied to Phase A2) we would need know their interest and preferred email address to use. | PR-685-184506-R06 Web-Based Monitoring Dashboard | Attached is our first deliverable for ENV-4-1a Year 2 activities, Draft Phase D3-Web-Based Monitoring Dashboard report. Note the Task Lead Brian Jimenez at Energy Transfer has reviewed this already. As […] | publish | Uncategorized | open | open | pr-685-184506-r06-web-based-monitoring-dashboard | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-685-184506-r06-web-based-monitoring-dashboard/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 16/02/2022 | 3708 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Channel hydrology, hydraulics, and sediment composition are key variables to calculate vertical and horizontal channel movement. There are a variety of published methods available for estimating channel bed scour that were highlighted in the PRCI Phase A1 report. This report seeks to further the understanding of these methods by comparing computed scour derived from the published methods to actual measured observations in the field. Depth measurements were collected across a transect(s) at six study locations during a variety of flows over the 19-month study period (March 2020 through September 2021) to evaluate scour. | PR-685-184506-R07 Scour Equations and Field Verification Methods | Channel hydrology, hydraulics, and sediment composition are key variables to calculate vertical and horizontal channel movement. There are a variety of published methods available for estimating channel bed scour that […] | publish | Uncategorized | open | open | pr-685-184506-r07-scour-equations-and-field-verification-methods | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-685-184506-r07-scour-equations-and-field-verification-methods/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 14/03/2022 | 3709 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The purpose of this document is to compare a pipeline's natural frequencies obtained from finite element analysis (FEA) and those derived from the vibration data obtained in the field. The FEA model was developed from inputs such as elevation of pipeline's centerline, elevation of ground, properties of soil (assumed), geometry of the pipeline cross section, intermediate pipe supports (if any) and loading. Field data were obtained from accelerometer installed on the pipeline. Note this effort is one component of the larger multifaceted Modernize the Assessment of Pipeline Water Crossings project, and a continuation of Phase B1(Determination of Additional Hydrotechnical threats. | PR-685-184506-R08 Field Validation of VIV Initiation Within Waterways | The purpose of this document is to compare a pipeline’s natural frequencies obtained from finite element analysis (FEA) and those derived from the vibration data obtained in the field. The […] | publish | Uncategorized | open | open | pr-685-184506-r08-field-validation-of-viv-initiation-within-waterways | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-685-184506-r08-field-validation-of-viv-initiation-within-waterways/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 04/01/2023 | 3710 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Evaluating risks for hydrotechnical threats at pipeline waterway crossings is important to maintaining pipeline integrity. Establishing standards and best practices for evaluating the risks associated with scour, bank erosion, and channel avulsion is essential to developing a consistent process that can be applied across a network of pipeline crossings and provide data to make decisions about prioritizing mitigation and monitoring. A specific detailed multi-step process with support from improved evaluation tools, including a pilot platform, that incorporates inventory, screening, desktop analysis, and site inspections can be applied to compile regional and local data from existing sources as well as site-specific information that informs risk assessment and identification of appropriate monitoring approaches and mitigation measures | PR-685-184506-R09 Improve Upon Existing Tools to Estimate Hydrotechnical Concerns | Evaluating risks for hydrotechnical threats at pipeline waterway crossings is important to maintaining pipeline integrity. Establishing standards and best practices for evaluating the risks associated with scour, bank erosion, and […] | publish | Uncategorized | open | open | pr-685-184506-r09-improve-upon-existing-tools-to-estimate-hydrotechnical-concerns | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-685-184506-r09-improve-upon-existing-tools-to-estimate-hydrotechnical-concerns/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 29/05/2020 | 3711 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Located on the west side of the Appalachian Mountains, a 14-inch diameter pipeline runs from Kenova to Columbus carrying gasoline and distillates and a 24-inch diameter pipeline runs from Owensboro to Catlettsburg carrying crude products. In 2014, ground movement was identified along the pipeline corridor in an area that was primarily dominated by vegetation. Displacement events similar to this, whether known or unknown have the potential to compromise pipeline integrity. The Appalachian Mountain region is almost entirely classed as high landslide susceptibility by the United States Geological Survey (USGS) and are crossed by numerous transmission pipelines and gathering lines. The Permian Basin located in West Texas is an area of known subtle ground displacement with the potential for larger scale sinkhole development. The area also has extensive multi-operator pipeline networks. Interferometric synthetic aperture radar (InSAR) has successfully been used to monitor ground heave and subsidence due to drilling activity in the Permian Basin. Using InSAR, 3vGeomatics has performed a proof of concept on the effectiveness, reliability, and precision of using L-band SAR satellites for InSAR monitoring of vegetated areas and C-band satellites for monitoring in non-vegetated areas. The InSAR displacement estimates are compared to ground truth data including differential light detection and ranging (LiDAR), in-line-inspection, and ground survey measurements. The goal of this project is to operationalize ongoing InSAR monitoring programs for pipeline networks in vegetated areas and very large non-vegetated areas for operating members. This project has a related webinar. | PR-686-183908-R01 InSAR Monitoring of Pipeline Geohazards in Vegetated and Very Large Non-Vegetated Areas | Located on the west side of the Appalachian Mountains, a 14-inch diameter pipeline runs from Kenova to Columbus carrying gasoline and distillates and a 24-inch diameter pipeline runs from Owensboro […] | publish | Uncategorized | open | open | pr-686-183908-r01-insar-monitoring-of-pipeline-geohazards-in-vegetated-and-very-large-non-vegetated-areas | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-686-183908-r01-insar-monitoring-of-pipeline-geohazards-in-vegetated-and-very-large-non-vegetated-areas/ | 0 | 0 | raw | default | 7.375 | Surveillance, Operations & Monitoring | |||||||
| 13/10/2021 | 3712 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Ground displacement along pipeline corridors has the potential to compromise pipeline integrity. The Appalachian Mountain region is almost entirely classed as high landslide susceptibility by the United States Geological Survey (USGS) and crossed by numerous transmission pipelines and gathering lines. In phase I of this research project, 3vGeomatics successfully demonstrated a proof of concept on the effectiveness, reliability, and precision of using L-band ( ) SAR satellites for InSAR displacement monitoring of vegetated areas. The second phase of this project improved operational monitoring utility of long wavelength InSAR by leveraging a two and a half year dataset of long-wavelength satellite radar data with improved product formats to facilitate management of pipeline threats posed by both geohazards and third party encroachment. Potential encroachment threats are highlighted by new object detection capabilities that use the same raw SAR data to produce additional intelligence. As with the previous year's results, these phase-2 InSAR and new object detection results were compared with measurements from other sensors including differential light detection and ranging (LiDAR), visual field inspections, and aerial photographs. This project demonstrated the technological readiness and streamlined product formats delivering actionable intelligence from L-band SAR data for operational monitoring of ground displacement and other hazards over entire pipeline networks and associated infrastructure in vegetated areas. There is a related webinar. | PR686-203903-R02 Ongoing InSAR Geohazard Monitoring of Pipeline Right-of Ways in the Appalachian Mountains | Ground displacement along pipeline corridors has the potential to compromise pipeline integrity. The Appalachian Mountain region is almost entirely classed as high landslide susceptibility by the United States Geological Survey […] | publish | Uncategorized | open | open | pr686-203903-r02-ongoing-insar-geohazard-monitoring-of-pipeline-right-of-ways-in-the-appalachian-mountains | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr686-203903-r02-ongoing-insar-geohazard-monitoring-of-pipeline-right-of-ways-in-the-appalachian-mountains/ | 0 | 0 | raw | default | 200 | Surveillance, Operations & Monitoring | |||||||
| 10/10/2023 | 3713 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report discusses approaches to monitoring facility efficiency using existing technology and calculation methodologies. Assessments of real-world telemetry data are given, and the results discussed to quantify the value of facility efficiency monitoring in terms of possible reductions in greenhouse gas emissions. The data assessed is from a variety of sources and applications including gas and liquid applications. | PR-700-22202-R01 Potential Approaches to Remote Monitoring of Facility Efficiency and GHG Emissions | This report discusses approaches to monitoring facility efficiency using existing technology and calculation methodologies. Assessments of real-world telemetry data are given, and the results discussed to quantify the value of […] | publish | Uncategorized | open | open | pr-700-22202-r01-potential-approaches-to-remote-monitoring-of-facility-efficiency-and-ghg-emissions | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-700-22202-r01-potential-approaches-to-remote-monitoring-of-facility-efficiency-and-ghg-emissions/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 16/02/2021 | 3674 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
A testing program was conducted to evaluate the effects of internal pressure during the installation of composite and steel sleeves repair systems on pipelines with plain dents. The testing program included cyclic pressure testing a group of 12.75-inch OD x 0.188-inch WT, Grade X42 pipe samples with plain dents having residual dent depths on the order of 3% to 4% of the pipe's outside diameter. The dent samples were repaired using four (4) different composite repair systems, type-A steel sleeves, and steel thermal compression sleeves. The composite repair systems included a carbon fiber wet-layup, an E-glass wet-layup, a system with precured plies, and a hybrid composite-steel repair system. To determine the effect internal pressure has on repair installation for dents, all repairs were installed with an internal pressure of 64% SMYS (793 psig) in the pipe sample. The dent samples were then pressure cycled between 8 - 80% SMSY (ΔP = 900 psig) until failure or reaching the runout condition of 250,000 cycles. Only three (3) out of the fourteen (14) repaired dents reached the 250,000 pressure cycle runout condition and these samples were all repaired using steel sleeves. The maximum number of cycles reached by any composite repair was approximately 200,000 cycles while the least number of cycles reached was approximately 24,000 cycles. In addition to the dent repairs, two (2) 12.75-inch OD x 0.375-inch WT, Grade X42 pipe samples with a 6-inch x 8-inch corrosion defect were repaired with an E-glass wet-layup. These two (2) samples were a continuation of a previous study that investigated the effects of a 50% SMYS (1,235 psig) installation pressure on the fatigue performance of corrosion repairs. Both samples reached the runout condition of 250,000 cycles. The body of work is seminal in that it is the first time that industry was evaluated a wide range of repair technologies to determine the effects of pressure during installation in reinforcing plain dents. It has been speculated for some time that internal pressure present during installation of composite repair technologies has an impact on fatigue performance. Although corrosion features do not appear to be a concern, the reinforcement of dents with internal pressure requires careful consideration. Because gas transmission pipelines do not experience aggressive pressure cycling, the effects of pressure present during installation are not a major concern. However, liquid transmission pipeline operators should be cognizant of the pressure effects and respond accordingly. Namely, pressure should be reduced during installation as much as possible. |
PR652-184505-R01 Evaluating Installation Techniques for Pipeline Repair Methods | A testing program was conducted to evaluate the effects of internal pressure during the installation of composite and steel sleeves repair systems on pipelines with plain dents. The testing program […] | publish | Uncategorized | open | open | pr652-184505-r01-evaluating-installation-techniques-for-pipeline-repair-methods | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr652-184505-r01-evaluating-installation-techniques-for-pipeline-repair-methods/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 07/05/2021 | 3675 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Guidance is needed for the pipeline industry's in-line inspection (ILI) technologies as current industry practices address mainly thin-wall pipe specifications as well as spool and defect design. Heavy-wall pipe is mostly found in subsea applications where the predominant threats are internal; however, external defects cannot be discounted. Nondestructive evaluation (NDE) sensing technologies for heavy-wall pipe often have very different specifications for examining external versus internal defects. The end uses for ILI technologies in the heavy-wall subsea applications often put a premium on low limits of detection for purposes of gauging time-dependent growth of internal wall loss rather than for fitness for service assessments. The test samples associated with the current study considers both. Post run ILI performance verification via external NDE, as is often employed for onshore applications, is prohibitively expensive for offshore applications. Thus, a high confidence in the ILI tool performance is required prior to run execution. This often drives project specific ILI performance testing and verification via an onshore pull testing as described herein. The seven categories from the Pipeline Operators Forum (POF), with an emphasis on external integrity condition performance, do not address the reasons pipeline operators may require project-specific, large-scale testing in advance of deployment. PRCI commissioned the SPIM-1-6 project to provide guidance on the design of ILI test samples for both training and blind validation purposes. It is envisioned that a standardized design process will lead to resource sharing between operators and ILI providers. | PR-652-195104-R02 Development of Heavy Wall ILI Test Samples | Guidance is needed for the pipeline industry’s in-line inspection (ILI) technologies as current industry practices address mainly thin-wall pipe specifications as well as spool and defect design. Heavy-wall pipe is […] | publish | Uncategorized | open | open | pr-652-195104-r02-development-of-heavy-wall-ili-test-samples | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-652-195104-r02-development-of-heavy-wall-ili-test-samples/ | 0 | 0 | raw | default | 500 | Subsea | |||||||
| 02/02/2021 | 3676 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | With improving accuracy and sensitivity of magnetic sensors, an attractive branch of the magnetic memory method (MMM) technique has been developed. Large Standoff Magnetometry (LSM) is an emerging non-destructive, remote, passive, non-contact and magnetic test method based on Villari effect, which could be applied to detect anomalies related to elevated stresses. The robust technology searches for Stress Concentration Zones (SCZs) in steel pipelines and ferromagnetic structures. These hot spots are mainly associated with corrosion, crack and mechanical damages such as dent and bucket, or landslide, which could be as a result of geohazards or external loadings. The technique has become very attractive because of its operational simplicity and economic advantages especially in hard-to-pig pipelines. The LSM Technology has potential to be deployed as a screening tool to identify areas that require further examination, to improve target inspections, and prioritize excavations. At its current state of development, the technique could be considered as a complementary technique in integrity assessment technology. The applications of LSM technology include ground movement (geohazard), stress corrosion cracking, winkle bends, weld mismatch, buried casing, and depth of coverage prediction. Because it is a remote inspection technique, there are no limitations due to the pipeline manufacturing and installation conditions, such as curvature, weld type, thickness and diameter. | PR652-203801-R01 Large Standoff Magnetometry (LSM) Technology Literature Review | With improving accuracy and sensitivity of magnetic sensors, an attractive branch of the magnetic memory method (MMM) technique has been developed. Large Standoff Magnetometry (LSM) is an emerging non-destructive, remote, […] | publish | Uncategorized | open | open | pr652-203801-r01-large-standoff-magnetometry-lsm-technology-literature-review | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr652-203801-r01-large-standoff-magnetometry-lsm-technology-literature-review/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 08/09/2021 | 3677 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Ferromagnetic pipeline steel may exhibit magnetization, even in the absence of applied magnetic fields, due to remnant fields or the presence of pipe wall stress. Remnant magnetization may be present from previous or existing exposure to a magnetic field, while pipe wall stress induced magnetization can result from line pressure, environmental stresses due to settling or geohazard conditions, and residual stresses due to nonuniform plastic deformation caused by manufacturing processes, installation or operating conditions. The local stress state of the pipeline may also be altered by corrosion or damage. The physical basis for magnetization in pipelines due to intrinsic and resident stresses is examined here using the magnetic object (MO) model. MOs are characterized as regions of relatively independent magnetic behaviour, typically about the size of a ferromagnetic steel grain, to which expressions for the magnetic energy of local domain structures can be applied. The lowest energy state for an MO is a flux-closed structure, but the presence of stress can modify the MO energy through inverse magnetostrictive effects on the domain structure and thereby, produce a state of magnetization. This magnetization may be altered by the introduction of additional stress sources including pressurization of the pipe, geological-environment effects, sources of magnetization that include the proximity of other ferromagnetic pipes, even those comprising sections of the same pipeline, and changes in the pipe structure that may be brought about by deformation, corrosion or cracking. This work shows that the fundamental building block of the MO, combined with considerations of overall changes in domain structure due to these factors, can be used to model the generation of magnetic fields measured outside of pipeline structures. This will have implications for understanding sources of pipeline magnetization that are passively measured above buried oil and gas pipelines with the objective of detecting anomalous conditions that may indicate compromised conditions for safe pipeline operation. | PR652-203801-R02 Magnetic Object Model for Large Standoff Magnetometry Measurement | Ferromagnetic pipeline steel may exhibit magnetization, even in the absence of applied magnetic fields, due to remnant fields or the presence of pipe wall stress. Remnant magnetization may be present […] | publish | Uncategorized | open | open | pr652-203801-r02-magnetic-object-model-for-large-standoff-magnetometry-measurement | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr652-203801-r02-magnetic-object-model-for-large-standoff-magnetometry-measurement/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 31/01/2022 | 3678 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report documents the full-scale testing efforts undertaken to evaluate the capabilities and limitations of Large Standoff Magnetometry (LSM) technology from the perspective of quantifying stresses or strains in a pipeline subjected to geohazard loading conditions. The fundamental motivation behind this project is motivated by the need for developing LSM as a global non-destructive evaluation (NDE) technique to supplement the traditional approach for estimating pipeline curvature/strain in geohazard loading scenarios. The goal of the full-scale testing was to bend a representative, real-world pipe sample to predetermined loading/deflection levels, scan the bent pipe using LSM technologies from multiple vendors, and then compare the stress/strain results provided by the LSM results to those that are directly measured during the test - effectively validating the technology and increasing confidence in the use of LSM for pipeline curvature/strain measurement. The report discusses the basis of the design for the full-scale testing setup, measured data during the tests, and the LSM results provided by the two vendors (Speir Hunter and Transkor). The discussion provided in this document will be valuable for operators in understanding applicability, gaps, and potential improvements in the LSM technology in the context of curvature/strain estimation originating from geohazard loading conditions. Related webinar. | PR652-203801-R03 Full-scale Testing to Evaluate the Performance of Large Standoff Magnetometry | This report documents the full-scale testing efforts undertaken to evaluate the capabilities and limitations of Large Standoff Magnetometry (LSM) technology from the perspective of quantifying stresses or strains in a […] | publish | Uncategorized | open | open | pr652-203801-r03-full-scale-testing-to-evaluate-the-performance-of-large-standoff-magnetometry | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr652-203801-r03-full-scale-testing-to-evaluate-the-performance-of-large-standoff-magnetometry/ | 0 | 0 | raw | default | 300 | Integrity & Inspection | |||||||
| 15/11/2021 | 3679 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Magnetometers are sensors that measure the magnitude and direction of a magnetic field. There are many types of magnetometers available, but they all rely on electromagnetic principles to measure fields. The most common types are Hall effect, anisotropic magneto-resistive (AMR) and fluxgate sensors. The goal of this study is to investigate several magnetometers to evaluate their capability to detect small changes in an ambient field. These small changes are on the order of 10 milligauss (1 µT) and are caused by the inverse-magnetostrictive effect, or Villari effect, from ferromagnetic pipes. The chosen magnetometer must have a low noise signal and a fine resolution to properly measure the field from the inverse-magnetostrictive effect. To evaluate the chosen magnetometers, multiple sets of measurements were made in a stationary magnetic field and the standard deviation of the data sets were calculated. The noise of some sensors was further investigated to verify that it was normally distributed. | PR-652-203801-R04 Magnetometer Noise and Resolution | Magnetometers are sensors that measure the magnitude and direction of a magnetic field. There are many types of magnetometers available, but they all rely on electromagnetic principles to measure fields. […] | publish | Uncategorized | open | open | pr-652-203801-r04-magnetometer-noise-and-resolution | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-652-203801-r04-magnetometer-noise-and-resolution/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 09/07/2024 | 3680 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Large standoff magnetometry is an emerging non-destructive magnetic test method, which is remote, passive, and non-contact. It is based on the inverse magnetostrictive effect and, therefore, has potential for detection of magnetic anomalies produced by elevated stresses in steel pipelines and ferromagnetic structures. Changes in the local pipeline stress state may arise due to corrosion, cracking, mechanical damage, ground movement (geohazards), or external loading. Laboratory measurements were performed on macroscopic steel samples in the elastic stress regime to investigate the potential for stress detection in steel. The effects of the pipe samples' orientation when degaussed, the generation of a reproducible magnetization state, rotation relative to Earth's magnetic north and then pressurization were also investigated. Three of the seven pipe samples were pressurized with water at 21 MPa (3000 psi), and the effects on the magnetic flux density was measured on the samples' surface in different orientations in Earth's magnetic field. Four-point bending and pressurization was applied to two pipe samples. The results indicate that Earth's magnetic field and its relative orientation with respect to the pipe has a measurable effect on the magnetic state of a pipe, and the resulting magnitude of changes in measured flux density when stress is applied. Changing the orientation of a pipe after degaussing and then applying pressure will also cause more significant changes in the measured magnetic flux density. Pressurization is shown to be the cause of larger changes in magnetization when compared to the effects of bending. The implications for detecting potentially damaging elastic stresses on pipelines using above-ground inspection, large standoff magnetometry, are examined. | PR-652-203801-R05 The Lab study Effect of Earths Field and Line Pressure on Magnetization of Pipeline | Large standoff magnetometry is an emerging non-destructive magnetic test method, which is remote, passive, and non-contact. It is based on the inverse magnetostrictive effect and, therefore, has potential for detection […] | publish | Uncategorized | open | open | pr-652-203801-r05-the-lab-study-effect-of-earths-field-and-line-pressure-on-magnetization-of-pipeline | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-652-203801-r05-the-lab-study-effect-of-earths-field-and-line-pressure-on-magnetization-of-pipeline/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 05/12/2022 | 3681 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report documents the testing and inspection efforts undertaken to evaluate the capabilities and limitations of X-Ray Computed Tomography (XRCT) technology from the perspective of detection and quantification of flaws in pipelines. The fundamental motivation behind this project is to leverage the capabilities of the XRCT technology for highly accurate detection and characterization of flaws in pipelines. The accurate sizing and characterization of flaws/cracks in pipelines is of great consequence in providing effective and efficient operational and repair decisions in any integrity management program. As is the case with any emerging technology, comprehensive validation is needed before the technology can be considered mature enough to be effectively deployed by operators in the real-world or be used in the development of reference standards. This report discusses a validation approach and compares the XRCT results with those obtained from conventional NDE, and sectioning and microscopy, for synthetic and real-world features. Results are discussed in the context of the development of reference standards using synthetic flaws. The discussion provided in this document will be valuable for operators in understanding applicability, gaps, and future direction for the XRCT technology in the context of accurate flaw detection and characterization in pipelines. Results discussed in the report show that XRCT has the potential to enable the pipeline industry to establish a set of reference standards that can be used for a wide range of purposes, including technology development and qualification, personnel training and competency testing for inspection of flaws in pipelines. Once established as a proxy for "truth", XRCT will significantly minimize the need for frequent destructive testing for the generation of validation data further enabling the use in the development of reference standards. Within the purview of the work scope completed in this project, XRCT showed excellent results with synthetic features confirming that the technology (along with the process of generating synthetic features) is ready to be used in the development of reference standards using synthetic features. This work was funded in part, under the Department of Transportation, Pipeline and Hazardous Materials Safety Administration. The views and conclusions contained in this document are those of the authors and should not be interpreted as representing the official policies, either expressed or implied, of the Pipeline and Hazardous Materials Safety Administration, the Department of Transportation, or the U.S. Government. | PR-652-203802-R01 Computed Tomography for the Development of Standards for Anomaly Detection-Characterization | This report documents the testing and inspection efforts undertaken to evaluate the capabilities and limitations of X-Ray Computed Tomography (XRCT) technology from the perspective of detection and quantification of flaws […] | publish | Uncategorized | open | open | pr-652-203802-r01-computed-tomography-for-the-development-of-standards-for-anomaly-detection-characterization | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-652-203802-r01-computed-tomography-for-the-development-of-standards-for-anomaly-detection-characterization/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 07/01/2022 | 3682 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of the SPIM-1-2 project was to identify and evaluate the most promising technologies for detecting and sizing fatigue cracks on heavy wall pipelines and risers, preferably without liquid coupling. To complete this evaluation, six full-scale heavy wall pipe samples were fabricated, and a range of fatigue cracks generated in circumferential welds using resonant fatigue. These samples were used in blind test trials on several available inspection technologies in a pull-through testbed. The technologies were evaluated on their ability to detect and size the fatigue cracks generated from resonant fatigue. At the conclusion of the SPIM-1-2 project, the fatigue cracks in the heavy-wall circumferential welds were available to PRCI members to continue testing and development of inspection technologies. At the conclusion of the SPIM-1-2 project, the actual fatigue crack locations and sizes were not included in the final reports to protect the blind nature of the six pipes samples. A follow-up effort under NDE-2-2 was conducted to gather metallurgical truth for several of the fatigue cracks and generate a comprehensive report that evaluated the inspection technology results from SPIM-1-2 against this truth data. | PR-652-213801-R01 Technology Assessment for Detection of Fatigue Cracks on Heavy Wall Gas Risers | The objective of the SPIM-1-2 project was to identify and evaluate the most promising technologies for detecting and sizing fatigue cracks on heavy wall pipelines and risers, preferably without liquid […] | publish | Uncategorized | open | open | pr-652-213801-r01-technology-assessment-for-detection-of-fatigue-cracks-on-heavy-wall-gas-risers | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-652-213801-r01-technology-assessment-for-detection-of-fatigue-cracks-on-heavy-wall-gas-risers/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 09/12/2025 | 3683 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project conducted research with an intent to improve the in-ditch NDE measurements and subsequent assessments of SSWC. To do this, pipe joints containing natural SSWC samples were sourced from multiple PRCI operator members who consented to having the pipe destructively tested (post-NDE evaluation) to obtain a truth data set against which NDE techniques' accuracies could be assessed. The SSWC characteristics observed with destructive testing were documented and formed a stand-alone data set for use both in this study and for future research. The study also evaluated previously issued industry guidance for identifying SSWC (and provides updated guidance) as well as determining the in-ditch performances for SSWC depth sizing for multiple NDE technologies. These performances were documented, and a best practice recommendation was put forward for determining SSWC groove depths for future NDE validation digs. I | PR652-233815-R01 SSWC Identification and Measuring Grooving Ratio in the Ditch | This project conducted research with an intent to improve the in-ditch NDE measurements and subsequent assessments of SSWC. To do this, pipe joints containing natural SSWC samples were sourced from […] | publish | Uncategorized | open | open | pr652-233815-r01-sswc-identification-and-measuring-grooving-ratio-in-the-ditch | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr652-233815-r01-sswc-identification-and-measuring-grooving-ratio-in-the-ditch/ | 0 | 0 | raw | default | 250 | Corrosion | |||||||
| 31/03/2020 | 3684 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | To maintain the integrity and reliability of natural gas transportation systems, system operators ensure that products in transit remain in the gas phase under foreseeable operating conditions. Compliance with pipeline hydrocarbon dew point (HCDP) specifications are demonstrated though in-situ testing or predictive models based on Equations of State (EOS) calculations. Numerical prediction of HCDP is a product of contributing elements, including gas chromatography, calibration gas quality, thermophysical science and the experimental data that underpins equations of state. Some hydrocarbon mixtures, such as those from non-traditional gas supplies, are more difficult to sample and assess than others. The methods described in this paper and accompanying spreadsheet examples are designed to assist persons in making technically defendable decisions with respect to predictive methods and the operational impacts of liquid dropout. The primary focus of this work is to connect the over-all performance of HCDP prediction to its operational implications. The secondary objective of the work is to provide tools for assessing the potential benefit from using C9+ versus C6+ gas chromatographs. | PR-663-19600-Z01 Develop Guidance for Calculation of HCDP in Pipelines | To maintain the integrity and reliability of natural gas transportation systems, system operators ensure that products in transit remain in the gas phase under foreseeable operating conditions. Compliance with pipeline […] | publish | Uncategorized | open | open | pr-663-19600-z01-develop-guidance-for-calculation-of-hcdp-in-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-663-19600-z01-develop-guidance-for-calculation-of-hcdp-in-pipelines/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 23/03/2021 | 3685 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The CO2e Economic Analysis Tool (CEAT) is a spreadsheet-based application for comparing project alternatives that are sensitive to GHG emission rates, emission levies or other financial parameters. The tool is applicable to hydrocarbon transportation systems, with an emphasis on natural gas transmission. CEAT provides a comparative forecast of benefits and expenses (including levies) from initial cash flow to arrival at the forecast horizon. Along with financial forecasting functions, the tool estimates the emissions associated with a wide range of hydrocarbon fluids (gas and liquid), electricity, thermal energy, and upstream transportation. The forecast model provides flexible configuration of CAPEX and O&M expenses and a customizable levy structure. The tool is Excel-based and requires version 16 or newer. | PR663-20208-Z01 CO2e Economic Analysis Tool | The CO2e Economic Analysis Tool (CEAT) is a spreadsheet-based application for comparing project alternatives that are sensitive to GHG emission rates, emission levies or other financial parameters. The tool is […] | publish | Uncategorized | open | open | pr663-20208-z01-co2e-economic-analysis-tool | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr663-20208-z01-co2e-economic-analysis-tool/ | 0 | 0 | raw | default | 1.500 | Compressor & Pump Station | |||||||
| 09/11/2021 | 3686 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The CO2e Economic Analysis Tool (CEAT) is a spreadsheet-based application for comparing project alternatives that are sensitive to GHG emission rates, emission levies, or other financial parameters. The tool is applicable to hydrocarbon transportation systems, with an emphasis on natural gas transmission. CEAT provides a comparative forecast of benefits and expenses (including levies) from initial cash flow to arrival at the forecast horizon. Along with financial forecasting functions, the tool estimates the emissions associated with a wide range of hydrocarbon fluids (gas and liquid), electricity, thermal energy, and upstream transportation. The forecast model provides a flexible configuration of CAPEX and O&M expenses and a customizable levy structure. This updated version of the tool includes enhancements based on feedback from the first edition such as greater control of fuel use patterns. It also includes pre-designed, easily customizable analysis templates for situations that are likely to be repeated often in the field. The tool is Excel-based and requires version 16 or newer. This download includes a copy of the report and a copy of the Excel-based Check Mate software (aka Checkmate). The spreadsheet and the associated report are licensed to single users as noted in the end-user license agreement that is contained in the zip file. | PR663-20208-Z02 CO2e Economic Analysis Tool | The CO2e Economic Analysis Tool (CEAT) is a spreadsheet-based application for comparing project alternatives that are sensitive to GHG emission rates, emission levies, or other financial parameters. The tool is […] | publish | Uncategorized | open | open | pr663-20208-z02-co2e-economic-analysis-tool | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr663-20208-z02-co2e-economic-analysis-tool/ | 0 | 0 | raw | default | 150 | Compressor & Pump Station | |||||||
| 04/04/2023 | 3687 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The CO2e Economic Analysis Tool (CEAT) is a spreadsheet-based application for comparing project alternatives that are sensitive to GHG emission rates, emission levies, or other financial parameters. The tool is applicable to hydrocarbon transportation systems, with an emphasis on natural gas transmission. CEAT provides a comparative forecast of benefits and expenses (including levies) from initial cash flow to arrival at the forecast horizon. Along with financial forecasting functions, the tool estimates the emissions associated with a wide range of hydrocarbon fluids (gas and liquid), electricity, thermal energy, and upstream transportation. The forecast model provides flexible configuration of CAPEX and O&M expenses and a customizable levy structure. This download includes a copy of the report and a copy of the Excel-based CO2e Economic Analysis Tool software (aka CEAT). The spreadsheet and the associated report are licensed to single users as noted in the end-user license agreement that is contained in the zip file. | PR663-20208-Z03 CO2e Economic Analysis Tool | The CO2e Economic Analysis Tool (CEAT) is a spreadsheet-based application for comparing project alternatives that are sensitive to GHG emission rates, emission levies, or other financial parameters. The tool is […] | publish | Uncategorized | open | open | pr663-20208-z03-co2e-economic-analysis-tool | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr663-20208-z03-co2e-economic-analysis-tool/ | 0 | 0 | raw | default | 150 | Compressor & Pump Station | |||||||
| 08/09/2020 | 3688 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Integrity assessment of pipelines is vital to ensure that oil and gas pipes have adequate strength to prevent leaks and ruptures. Regular inspections are conducted to confirm safe operation conditions of pipelines. The industry's principle method for assessing pipelines is in-line inspection (ILI), involving the passing of a device along the inside of a pipe to assess the condition of the pipeline. ILI devices can be fitted with a number of sensors allowing various measurement parameters to be obtained simultaneously. Not all pipelines are suited to ILI for reasons such as small diameter, obstructions within the pipe, or insufficient access to deploy or retrieve the ILI tools. These pipelines are sometimes referred to as 'difficult to inspect'. Alternative methods for examining pipeline condition are required, with a range of technologies collectively known as Large Standoff Magnetometry (LSM) offering a promising solution for detection of pipe defects from a distance, reducing the need for excavation. LSM utilises the coupling between defects and changes in the magnetic properties of the pipeline material as a method for evaluation of pipe walls to identify the location of areas that require repair or further monitoring. Trials of existing commercial instruments by the pipeline industry have shown sufficient promise to investigate the technologies further. However, vendors have supplied limited information on the underpinning physics of both the materials being tested and the instrument technology. The purpose of the project is to establish the ability of LSM to detect corrosion in API 5L pipe grades B to X70. The aim of Work Package 02 is to review the physics of the agreed pipeline defects and fluxgate type magnetic sensors. The properties of pipeline-specific soft magnetic materials are investigated to understand corrosion, how this alters the material properties and how this can affect the associated magnetic fields surrounding the material. The physics of fluxgate magnetometers and gradiometers are also reviewed to assess the ability of LSM to detect these two features. | PR-670-183826-R01 Assessment of Science Behind LSM for Pipeline Integrity | Integrity assessment of pipelines is vital to ensure that oil and gas pipes have adequate strength to prevent leaks and ruptures. Regular inspections are conducted to confirm safe operation conditions […] | publish | Uncategorized | open | open | pr-670-183826-r01-assessment-of-science-behind-lsm-for-pipeline-integrity | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-670-183826-r01-assessment-of-science-behind-lsm-for-pipeline-integrity/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 04/11/2021 | 3689 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Integrity assessment of pipelines is vital to ensure that oil and gas pipes have adequate strength to prevent leaks and ruptures. Regular inspections are conducted to confirm safe operation conditions of pipelines. The industry's principle method for assessing pipelines is in-line inspection (ILI), involving the passing of a device along the inside of a pipe to assess the condition of the pipeline. ILI devices can be fitted with a number of sensors allowing various measurement parameters to be obtained simultaneously. Not all pipelines are suited to ILI for reasons such as small diameter, obstructions within the pipe, or insufficient access to deploy or retrieve the ILI tools. These pipelines are sometimes referred to as 'difficult to inspect'. Alternative methods for examining pipeline condition are required with a range of technologies collectively known as Large Standoff Magnetometry (LSM) offering a promising solution for detection of pipe defects from a distance, reducing the need for excavation. LSM utilises coupling between defects and changes in the magnetic properties of the pipeline material as a method for evaluation of pipe walls to identify the location of areas that require repair or further monitoring. Trials of existing commercial instruments by the pipeline industry have shown sufficient promise to investigate these technologies further. However, the vendors have supplied limited information on the underpinning physics of both the materials being tested and the instrument technology, meaning that further study is required in order to build confidence in the technique. The purpose of the project is to establish the ability of LSM to detect corrosion in API 5L pipe grades B to X70. The aim of Work Package 04 is to measure the magnetic fields of a range of pipe samples containing manufactured corrosion flaws taking into account variables such as standoff distance, pressure, nearby ferromagnetic objects, position of the corrosion flaw around the pipe, track alignment, and orientation with respect to Earth's magnetic field. The results of these measurements will be used to validate computational models, which can be used to predict the magnetic response of a wider range of pipe geometries. | PR-670-183826-R02 Extended Evaluation of LSM – Magnetic Measurements of Corrosion Flaws | Integrity assessment of pipelines is vital to ensure that oil and gas pipes have adequate strength to prevent leaks and ruptures. Regular inspections are conducted to confirm safe operation conditions […] | publish | Uncategorized | open | open | pr-670-183826-r02-extended-evaluation-of-lsm-magnetic-measurements-of-corrosion-flaws | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-670-183826-r02-extended-evaluation-of-lsm-magnetic-measurements-of-corrosion-flaws/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 10/05/2021 | 3690 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Integrity assessment of pipelines is vital to ensure that oil and gas pipes have adequate strength to prevent leaks and ruptures. Regular inspections are conducted to confirm safe operation conditions of pipelines. The industry's principal method for assessing pipelines is in-line inspection (ILI), involving the passing of a device along the inside of a pipe to assess the condition of the pipeline. ILI devices can be fitted with a number of sensors allowing various measurement parameters to be obtained simultaneously. Not all pipelines are suited to ILI for reasons such as small diameter, obstructions within the pipe, or insufficient access to deploy or retrieve the ILI tools. These pipelines are sometimes referred to as 'difficult to inspect'. Alternative methods for examining pipeline condition are required with a range of technologies collectively known as Large Standoff Magnetometry (LSM) offering a promising solution for detection of pipe defects from a distance, reducing the need for excavation. LSM utilizes coupling between defects and changes in the magnetic properties of the pipeline material as a method for evaluation of pipe walls to identify the location of areas that require repair or further monitoring. Trials of existing commercial instruments by the pipeline industry have shown sufficient promise to investigate these technologies further. However, the vendors have supplied limited information on the underpinning physics of both the materials being tested and the instrument technology, meaning that further study is required in order to build confidence in the technique. The purpose of the project is to establish the ability of LSM to detect corrosion in API 5L pipe grades B to X70. The aim of the modelling work has been to use quantitative physics-based modelling techniques to predict the performance of LSM as a defect detection technique in situations that cannot easily be recreated in a laboratory environment, after validating the modelling approach by comparing measurements made in the laboratory to model results. | PR-670-183826-R03 Extended Evaluation of LSM-Magnetostrictive Pipe Models | Integrity assessment of pipelines is vital to ensure that oil and gas pipes have adequate strength to prevent leaks and ruptures. Regular inspections are conducted to confirm safe operation conditions […] | publish | Uncategorized | open | open | pr-670-183826-r03-extended-evaluation-of-lsm-magnetostrictive-pipe-models | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-670-183826-r03-extended-evaluation-of-lsm-magnetostrictive-pipe-models/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 17/01/2020 | 3691 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The primary objective of this project is to research, identify, evaluate and combine the best industry practices related to remote cathodic protection monitoring, then develop procedures and guidelines for an optimized use of remote cathodic protection monitoring. Included will be rules and recommendations along with a decision tree to aid in selection, optimization and implementation of the most suitable remote cathodic protection monitoring system. There are 3 specific tasks outlined by PRCI in the provided scope of work: - Task 1: Benchmark of Practices - Task 2: Good Practices and Gap Analysis Identification - Task 3: Guidelines and Recommendations | PR676-183606-R03 Remote CP Monitoring Guidelines for an Efficient Use | The primary objective of this project is to research, identify, evaluate and combine the best industry practices related to remote cathodic protection monitoring, then develop procedures and guidelines for an […] | publish | Uncategorized | open | open | pr676-183606-r03-remote-cp-monitoring-guidelines-for-an-efficient-use | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr676-183606-r03-remote-cp-monitoring-guidelines-for-an-efficient-use/ | 0 | 0 | raw | default | 250 | Corrosion | |||||||
| 08/01/2025 | 3692 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline Research Council International Inc. (PRCI)'s Crack Management SRP has identified that circumferential cracking is a challenge for pipeline operating companies. The objective of this work was to create a framework to identify, assess and mitigate the risk due to circumferential cracking threats. Susceptibility to failure from circumferential cracking is linked to (1) circumfer-ential cracks subject to increasing axial or bending strains, or (2) growth in circumferential cracks at locations of residual strain. This project focusses on the first. No single inline inspection (ILI) technology is capable of identifying circumferential cracks co-located within areas of increasing axial and bending strain. While bending strains are reliably de-tected with inertial mapping in-line inspection (ILI/IMU), identifying increasing strain due to sub-sidence or ground movement geotechnical requires separate expertise. Combining these into a framework to estimate the risk of a pipeline failure from circumferential cracks is the focus of this project. This work summarizes the state-of-the art of pipeline risk assessment, which was the starting point for the development of circumferential crack management framework. The framework is compat-ible with the state-of-the-art risk methods used for other threats, it is intended to integrate into operators' integrity management planning, and it addresses the latest regulations and best practices adhered to by the industry. | PR676-233801-R01 The State of the Art Pipeline Risk Assessment for Crack Management | Pipeline Research Council International Inc. (PRCI)’s Crack Management SRP has identified that circumferential cracking is a challenge for pipeline operating companies. The objective of this work was to create a […] | publish | Uncategorized | open | open | pr676-233801-r01-the-state-of-the-art-pipeline-risk-assessment-for-crack-management | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr676-233801-r01-the-state-of-the-art-pipeline-risk-assessment-for-crack-management/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 08/10/2024 | 3693 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline Research Council International Inc. (PRCI)'s Crack Management SRP has identified that circumferential cracking is a challenge for pipeline operating companies. The objective of PRCI NDE-4-24 was to create a framework to identify, assess and mitigate the risk due to circumferential cracking threats. Susceptibility to failure from circumferential cracking is linked to (1) circumfer-ential cracks subject to increasing axial or bending strains, or (2) growth in circumferential cracks at locations of residual strain. This project focusses on the first. No single in-line inspection (ILI) is capable of identifying circumferential cracks co-located within areas of increasing axial and bending strain. While bending strains are reliably detected with inertial mapping in-line inspection (ILI/IMU), identifying increasing strain due to subsidence or ground movement geotechnical requires separate expertise. Combining these into a framework to estimate the risk of a pipeline failure from circumferential cracks is the focus of this project. This report summarizes a methodology to develop a reliability criteria to evaluate risk for use in the PRCI NDE-4-24 circumferential crack framework. Once the risk for a given pipeline segment is estimated, the resulting values are compared to a reliability criteria to determine whether the risk is acceptable, or whether mitigating strategies must be initiated. As a result, a reliability criteria is an essential element to the framework and integrity program decision-making. | PR676-233801-R02 Pipeline Reliability Thresholds | Pipeline Research Council International Inc. (PRCI)’s Crack Management SRP has identified that circumferential cracking is a challenge for pipeline operating companies. The objective of PRCI NDE-4-24 was to create a […] | publish | Uncategorized | open | open | pr676-233801-r02-pipeline-reliability-thresholds | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr676-233801-r02-pipeline-reliability-thresholds/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 13/02/2026 | 3654 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Reducing greenhouse gas emission from pipeline compressor stations is a critical challenge for operators. Traditional approaches to emissions reduction often depend on hardware upgrades that require capital investment and downtime. When considering alternative methods for emissions reduction, such as varying the operations of existing equipment, the task is complicated by the diversity of gas turbine and compressor manufacturers and models in service, each with distinct operational characteristics and performance behaviors. Operators need practical tools to identify how to dispatch their existing stations to reduce full and part load greenhouse gas emission without downtime or capital-intensive modifications. This report describes a spreadsheet-based tool developed to meet this need. The tool evaluates station operating conditions and recommends station setpoints that minimize greenhouse gas emissions while meeting throughput requirements and respecting equipment operational constraints. It generates optimized dispatch schedules across available units, identifying how gas flow can be best allocated to minimize greenhouse gas emissions across the station's operational range. The report describes the development and validation of supporting models, the design of the optimization framework, and example case studies demonstrating its application to representative stations. The report aims to help pipeline engineers, planners, and operations personnel understand how to deploy the spreadsheet-based tool to reduce greenhouse gas emissions with existing assets. With the developed tool, they can evaluate station performance, develop dispatch schedules, and implement operational strategies that reduce greenhouse gas emission while maintaining station throughput. The zipped deliverable package, PR592-242009-Z01 GHG Reduction at Compressor Stations Using Optimization with Physics-Informed Models, contains the following files: - Final Report - PR592-242009-R01 GHG Reduction at Compressor Stations Using Optimization with Physics-Informed Models.pdf - Optimization Tool User Guide - PR592-242009-M01 GHG Reduction at Compressor Stations Using Optimization with Physics-Informed Models User Guide.pdf - Excel-based Spreadsheet Optimization Tool - PR592-242009-E01 GHG Reduction at Compressor Stations Using Optimization with Physics-Informed Models.xlsm - Alternate version of the Excel-based Spreadsheet Optimization Tool without compressor map plotting, for compatibility with older excel versions - PR592-242009-E04 GHG Reduction at Compressor Stations Using Optimization with Physics-Informed Models NO MAPS.xlsm | PR592-242009-R01 GHG Reduction at Compressor Stations Using Optimization with Physics-Informed Models | Reducing greenhouse gas emission from pipeline compressor stations is a critical challenge for operators. Traditional approaches to emissions reduction often depend on hardware upgrades that require capital investment and downtime. […] | publish | Uncategorized | open | open | pr592-242009-r01-ghg-reduction-at-compressor-stations-using-optimization-with-physics-informed-models | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr592-242009-r01-ghg-reduction-at-compressor-stations-using-optimization-with-physics-informed-models/ | 0 | 0 | raw | default | 300 | Compressor & Pump Station | |||||||
| 20/02/2026 | 3655 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes the work done at McGill University under contract with PRCI and Solution Mining Research Institute (SMRI) on modeling the dynamics of the brine string in solution-mined caverns in salt formations, under excitation by the internal fluid flow and reverse external axial flow around the brine string. Specifically, two flow configurations are studied: Configuration 3, in which the fluid flows down the brine string, discharging at its free end; this forces fluid in the cavern to flow upwards in the annulus around the upper end of the string. In Configuration 4, the flow directions are reversed. Modeling for Configurations 3 and 4 has been successfully completed, predicting the critical flow velocities leading to instability of the brine string, and pertinent software has been generated and tested. In both configurations, the brine string, well, and cavern are represented as a dual-fluid system, with brine and product separated at an interface level. The primary audience for this work includes engineers, operators, and researchers responsible for the design and safe operation of underground storage facilities. This tool enables engineers to evaluate the effects of geometry, material properties, fluid characteristics, and operating conditions on brine string stability. | PR593-22700-R01 Predictive Tool for Critical Velocity for Configuration 3 and 4 | This report describes the work done at McGill University under contract with PRCI and Solution Mining Research Institute (SMRI) on modeling the dynamics of the brine string in solution-mined caverns […] | publish | Uncategorized | open | open | pr593-22700-r01-predictive-tool-for-critical-velocity-for-configuration-3-and-4 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr593-22700-r01-predictive-tool-for-critical-velocity-for-configuration-3-and-4/ | 0 | 0 | raw | default | 500 | Underground Storage | |||||||
| 20/02/2026 | 3656 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | PR593-22700-S01 Brine String Dynamics Configuration 3 Installer Two operational configurations of brine strings have been considered, resulting in two separate software packages: discharging brine string (Configuration 3) and aspirating brine string (Configuration 4). Both packages apply Galerkin's method for eigenvalue analysis to predict critical flow velocities and identify instability modes in fluid-conveying pipes subjected to simultaneous internal and external flows. In both configurations, the latest version advances its previous release by incorporating a dual-fluid model and the effect of an interface level, explicitly capturing the transition from product to brine along the pipe from the clamped end to the free end. The primary audience for this work includes engineers, operators, and researchers responsible for the design and safe operation of underground storage facilities. This tool enables engineers to evaluate the effects of geometry, material properties, fluid characteristics, and operating conditions on brine string stability. The packaged software provides an intuitive graphical user interface (GUI), options for SI and US customary units, typical-value presets, and visualization tools, including Argand diagrams of eigenvalue trajectories. Together with the user manual and technical report, the software constitutes a practical deliverable to guide the safe operation of brine strings in cavern-based storage systems. | PR593-22700-S01 Brine String Dynamics Configuration 3 Installer | PR593-22700-S01 Brine String Dynamics Configuration 3 Installer Two operational configurations of brine strings have been considered, resulting in two separate software packages: discharging brine string (Configuration 3) and aspirating brine […] | publish | Uncategorized | open | open | pr593-22700-s01-brine-string-dynamics-configuration-3-installer | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr593-22700-s01-brine-string-dynamics-configuration-3-installer/ | 0 | 0 | raw | default | 1.000 | Underground Storage | |||||||
| 20/02/2026 | 3657 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | PR593-22700-S02 Brine String Dynamics Configuration 4 Installer Two operational configurations of brine strings have been considered, resulting in two separate software packages: discharging brine string (Configuration 3) and aspirating brine string (Configuration 4). The software is intended to provide estimates of the maximum brine withdrawal velocity for preventing potentially damaging flow-induced deformation of the concentric hanging string in a solution-mined cavern well. Configuration 4 Stability Analysis Software is applicable to the condition when liquid or liquified hydrocarbon product is injected into the well annulus between the hanging string and the cemented production casing and brine is withdrawn from the hanging string. The primary audience for this work includes engineers, operators, and researchers responsible for the design and safe operation of underground storage facilities. This tool enables engineers to evaluate the effects of geometry, material properties, fluid characteristics, and operating conditions on brine string stability. The packaged software provides an intuitive graphical user interface (GUI), options for SI and US customary units, typical-value presets, and visualization tools, including Argand diagrams of eigenvalue trajectories. Together with the user manual and technical report, the software constitutes a practical deliverable to guide the safe operation of brine strings in cavern-based storage systems. | PR593-22700-S02 Brine String Dynamics Configuration 4 Installer | PR593-22700-S02 Brine String Dynamics Configuration 4 Installer Two operational configurations of brine strings have been considered, resulting in two separate software packages: discharging brine string (Configuration 3) and aspirating brine […] | publish | Uncategorized | open | open | pr593-22700-s02-brine-string-dynamics-configuration-4-installer | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr593-22700-s02-brine-string-dynamics-configuration-4-installer/ | 0 | 0 | raw | default | 1.000 | Underground Storage | |||||||
| 01/10/1972 | 3658 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Methods have been developed which will permit the calculation of flow patterns and discharge coefficients for concentric orifices of various diameter ratios when used for the measurement of incompressible flow in pipe lines. These methods are based on a three-dimensional, axi-symmetric model and permit the use of various upstream velocity profiles. The overall calculation combines three different analyses for different regions of the flow field. These regions may be classified as the upstream region, downstream converging region and downstream expansion regions. The analysis used in each region is presented in separate sections of the report together with the computer programs used and a sample calculation. | PR-60-50-R01 Orifice Meter Research Theoretical Study of Flow Through Concentric Orifices | Methods have been developed which will permit the calculation of flow patterns and discharge coefficients for concentric orifices of various diameter ratios when used for the measurement of incompressible flow […] | publish | Uncategorized | open | open | pr-60-50-r01-orifice-meter-research-theoretical-study-of-flow-through-concentric-orifices | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-60-50-r01-orifice-meter-research-theoretical-study-of-flow-through-concentric-orifices/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 19/09/2017 | 3659 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In-ditch nondestructive material verification for yield strength and toughness has been a growing interest to the pipeline industry in the continuous efforts to further raise pipeline safety and efficiency. It can complement or substitute alternate techniques such as material extraction or hydrostatic pressure tests. This work is the first use of the Hardness, Strength, and Ductility (HSD) Tester by PRCI to measure the equivalent of the API 5L yield strength from only testing the out-side diameter surface of pipe joints without significant material removal. The procedure explicitly account for through thickness variations. This report has a related webinar. | PR-610-163756-R01 Hardness Strength and Ductility (HSD) Testing of Line Pipes Initial Validation | In-ditch nondestructive material verification for yield strength and toughness has been a growing interest to the pipeline industry in the continuous efforts to further raise pipeline safety and efficiency. It […] | publish | Uncategorized | open | open | pr-610-163756-r01-hardness-strength-and-ductility-hsd-testing-of-line-pipes-initial-validation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-610-163756-r01-hardness-strength-and-ductility-hsd-testing-of-line-pipes-initial-validation/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 08/09/2020 | 3660 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A challenge for many pipeline operators is missing or incomplete records for sections of their transmission pipeline networks, especially regarding fracture toughness properties. These toughness values are necessary for performing fitness for service calculations and engineering critical assessment. New regulations for gas transmission pipelines stipulate conservative default values for applicable assets when traceable, verifiable, and complete (TVC) records are not available. The new rules allow for the use of nondestructive techniques within material verification programs to measure the actual steel properties in lieu of conventional destructive cut-outs. However, the nondestructive technique must be validated, and the measurement must account for error and uncertainty of the nondestructive process. The aim of this research program is to assess the capabilities and limitations of the Nondestructive Toughness Tester (NDTT) to meet the requirements of a material verification process for measuring fracture toughness properties. The NDTT is a new approach for measuring the toughness of steel pipelines through the application of a contact mechanics technique known as frictional sliding. This project consists of testing on 41 vintage steel pipe joints to compare the NDTT measurement of the tensile fracture response in a superficial volume of surface material with conventional laboratory measurements of toughness on the same sample. The outcomes include the development and assessment of nondestructive prediction models for the initiation fracture toughness from compact tension (CT) testing and the upper shelf Charpy V-Notch (CVN) impact energy. This report summarizes the testing procedures and analysis methodologies used, and the prediction performance of models based on NDTT measurements. | PR-610-183867-R01 Fracture Toughness via In-ditch Non-destructive Testing – Validation | A challenge for many pipeline operators is missing or incomplete records for sections of their transmission pipeline networks, especially regarding fracture toughness properties. These toughness values are necessary for performing […] | publish | Uncategorized | open | open | pr-610-183867-r01-fracture-toughness-via-in-ditch-non-destructive-testing-validation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-610-183867-r01-fracture-toughness-via-in-ditch-non-destructive-testing-validation/ | 0 | 0 | raw | default | 500 | Integrity & Inspection | |||||||
| 03/05/2018 | 3661 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The available literature includes numerous publications describing approaches, methods, and recommendations, for identifying, characterizing, and mitigating geohazards, as well and case histories of pipelines affected by geohazards and how their effects were mitigated. However, these publications are not comprehensive; separately provide information for identification, characterization, and mitigation; do not include all geohazards affecting pipelines; or may not have been developed specifically for pipelines. PRCI identified this gap and commissioned the development of a guidance document to succinctly incorporate geohazard management guidance into a single volume addressing i) the types of geo-hazards affecting pipelines, ii) the typical process used in practice to identify and characterize geohazards throughout the various project stages, iii) the techniques used to mitigate the geohazards, and iv) the approaches and methods recommended to project teams of owners, operators, engineers, and contractors to successfully execute projects. The guidance document is intended for a wide audience that includes technical and nontechnical managers at companies owning and operating pipelines, geoscience and engineering teams involved in studying and assessing pipeline integrity hazards, and construction staff, regulators, lenders, and other stakeholders involved in executing pipeline projects. | PR-616-164506-R01 Management of Geohazards Affecting Engineering and Construction of Pipelines | The available literature includes numerous publications describing approaches, methods, and recommendations, for identifying, characterizing, and mitigating geohazards, as well and case histories of pipelines affected by geohazards and how their […] | publish | Uncategorized | open | open | pr-616-164506-r01-management-of-geohazards-affecting-engineering-and-construction-of-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-616-164506-r01-management-of-geohazards-affecting-engineering-and-construction-of-pipelines/ | 0 | 0 | raw | default | 195 | Design, Materials & Construction | |||||||
| 27/08/2019 | 3662 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In natural gas transmission pipelines systems, there is a growing awareness of contamination due to the presence of sulfur vapor in the gas stream at sub ppm levels. Particularly at pressure reduction facilities, the sulfur vapor can desublimate out as solid elemental sulfur and then combine with other particle matter and trace liquids in the gas stream to form the observed contamination deposits. In order to better control the formation of the elemental sulfur, an improved understanding of the contribution that the design of pressure regulators make to this desublimation process is required. This research program has come to the challenge of this requirement. In the conducted program, two pressure regulators were tested at a common facility that was known to have an elemental sulfur deposition problem. Each pressure regulator was alternatively placed in service so as each was subjected to, as near as possible, identical operating conditions. A requirement for the selection of the two pressure regulators was that they had to have different internal design features. The quality of the natural gas supply was regularly sampled and analyzed, with the contamination deposits on the pressure regulator internals sampled and analyzed at the termination of the test period. These deposits were analyzed for both hydrocarbon and other liquid deposits as well as a range of metal and semi-metal compounds captured in the deposits. | PR-616-17607-R01 Sulfur Condensation in Pressure Reduction Equipment | In natural gas transmission pipelines systems, there is a growing awareness of contamination due to the presence of sulfur vapor in the gas stream at sub ppm levels. Particularly at […] | publish | Uncategorized | open | open | pr-616-17607-r01-sulfur-condensation-in-pressure-reduction-equipment | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-616-17607-r01-sulfur-condensation-in-pressure-reduction-equipment/ | 0 | 0 | raw | default | 1.500 | Measurement | |||||||
| 22/04/2019 | 3663 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Techniques employed by pipeline operators for locating static or dynamic stray current vary widely across the industry. PRCI has requested development of a process that operators can apply consistently to locate, validate, test and provide engineering analysis for the impact of Direct Current (DC) stray electrical current on pipelines. The purpose of this project is to research and quantify the leading practices used in industry for precise location, measurement and evaluation of stray currents affecting transmission pipelines. | PR-620-173603-R01 Process for Precise Location, Measurement, and Evaluation of DC Stray Currents | Techniques employed by pipeline operators for locating static or dynamic stray current vary widely across the industry. PRCI has requested development of a process that operators can apply consistently to […] | publish | Uncategorized | open | open | pr-620-173603-r01-process-for-precise-location-measurement-and-evaluation-of-dc-stray-currents | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-620-173603-r01-process-for-precise-location-measurement-and-evaluation-of-dc-stray-currents/ | 0 | 0 | raw | default | 225 | Corrosion | |||||||
| 18/08/2026 | 3664 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Addressing the threat of corrosion on the floors of aboveground storage tanks (AST) has resulted in a variety of modifications in tank construction, inspection, and maintenance since the 1950s. Traditionally, cathodic protection (CP) systems have been used to provide soil side corrosion protection for ASTs built on-grade. Common industry practice was to build directly on soil or sand pads utilizing ring walls for the foundations. More recently, it is not uncommon to have ASTs that have been newly built or modified utilizing various other foundation designs and materials including designs incorporating multiple floors. In some cases, non-metallic liners have been installed. These may be between the floors within multi-bottom tanks and/or below the tank pads themselves. These designs and practices have attributes that can affect the performance of traditional CP systems and monitoring techniques. Additionally, monitoring techniques may result in CP values that do not reflect the true levels of protection applied to the product containing tank floor, thereby masking potential issues, and failing to provide the intended benefit. This research examines the breadth of industry AST designs and modification practices including the applied corrosion control technique and leak detection practices. Inspection results will be reviewed to establish a performance based best practice for each of the newer common tank bottom and pad configurations utilized by member companies. This information is intended for corrosion engineers, tank integrity personnel, inspectors, and facility operators, who can apply these results to improve CP system design, monitoring accuracy, and maintenance decision-making for AST floors. | PR620-23603-R01 Tank Foundation and Floor Designs and Best Practices for Improved Corrosion Control | Addressing the threat of corrosion on the floors of aboveground storage tanks (AST) has resulted in a variety of modifications in tank construction, inspection, and maintenance since the 1950s. Traditionally, […] | publish | Uncategorized | open | open | pr620-23603-r01-tank-foundation-and-floor-designs-and-best-practices-for-improved-corrosion-control | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr620-23603-r01-tank-foundation-and-floor-designs-and-best-practices-for-improved-corrosion-control/ | 0 | 0 | raw | default | 0 | Corrosion | |||||||
| 21/02/2019 | 3665 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Some instances of substandard high yield (42-80 ksi) fittings and flanges have been reported over the past few years in Canada and the USA. In response, PRCI launched project MAT-7-1 to investigate some of the potential metallurgical causes of this issue. The main activities in this project included a survey of operators and manufacturers, a review of the scientific literature pertinent to the metallurgy of fittings and flanges, a critical review of the relevant MSS and CSA manufacturing standards, as well as a summary of proposed changes for MSS-SP-44 that have been recommended by API Sub Committee 21 (Materials work-ing group on pipeline flange and fitting quality). The report provides information, which should be useful for operators and manufacturers on the metallurgy pertinent to the manufacturing of fittings and flanges. The information should also help to improved stand-ard practices, as well as the quality and reliability of pipeline fittings and flanges. This document has a related webinar. | PR-631-174506-R01 Substandard Properties in Pipeline Fittings and Flanges | Some instances of substandard high yield (42-80 ksi) fittings and flanges have been reported over the past few years in Canada and the USA. In response, PRCI launched project MAT-7-1 […] | publish | Uncategorized | open | open | pr-631-174506-r01-substandard-properties-in-pipeline-fittings-and-flanges | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-631-174506-r01-substandard-properties-in-pipeline-fittings-and-flanges/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 11/02/2022 | 3666 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This research project will focus on a comparison of several in-situ methods and two remote sensing technologies, GBInSAR and InSAR. Geo-monuments and extensometers were used to measure the changes in surface movements (i.e., tension cracks) over time, and then compared to GBInSAR data for accuracy. This research project includes a comparison of spatial and in-situ monitoring systems that was performed on a steep slope with natural gas pipeline located in the Appalachian region of the United States. This report includes an integrated approach to characterize landside movement using the GBInSAR, InSAR, and in-situ methods for monitoring an active slope with an existing natural gas pipeline. The overall objective of the comparison research is to determine the reliability of the remote sensing methods compared with in-situ instrumentation for slope monitoring, that will ultimately reduce risk and increase pipeline infrastructure integrity. Related Webinar | PR635-203904-R01 In-situ Instrumentation and Remote Sensing Methods for Slope Monitoring for Pipelines | This research project will focus on a comparison of several in-situ methods and two remote sensing technologies, GBInSAR and InSAR. Geo-monuments and extensometers were used to measure the changes in […] | publish | Uncategorized | open | open | pr635-203904-r01-in-situ-instrumentation-and-remote-sensing-methods-for-slope-monitoring-for-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr635-203904-r01-in-situ-instrumentation-and-remote-sensing-methods-for-slope-monitoring-for-pipelines/ | 0 | 0 | raw | default | 500 | Surveillance, Operations & Monitoring | |||||||
| 26/06/2020 | 3667 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The surface area method is often used to design cathodic protection (CP) systems for congested area facilities where at-grade and below-grade coated and uncoated metallic assets, which are electrically interconnected, exist. The surface area method provides an estimate of the protection current requirement, but is not adequate to calculate current distribution. This work presents a computational approach to model current distribution for the congested area facilities. The approach consists of developing a finite-element based model for a given facility, and then using the model to calculate the current distributions to the various at- and below-grade metallic assets. Two separate congested area facilities were modeled using the approach: (i) a storage tank terminal, and (ii) a gas compressor station. This work demonstrated that the approach can be used to design CP systems for the congested area facilities and is an improvement compared to the surface area method. | PR644-183602-R01 Cathodic Protection Design Considerations for Facilities with Congested Areas | The surface area method is often used to design cathodic protection (CP) systems for congested area facilities where at-grade and below-grade coated and uncoated metallic assets, which are electrically interconnected, […] | publish | Uncategorized | open | open | pr644-183602-r01-cathodic-protection-design-considerations-for-facilities-with-congested-areas | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr644-183602-r01-cathodic-protection-design-considerations-for-facilities-with-congested-areas/ | 0 | 0 | raw | default | 250 | Corrosion | |||||||
| 25/07/2022 | 3668 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Soil-side corrosion control is a major challenge for Aboveground Storage Tank (AST) operators. Vapor Corrosion Inhibitors (VCIs) are increasingly being used as an additional corrosion control mitigation tool. A PRCI-sponsored Phase 1 study established baseline performance and evaluated monitoring methods for the VCIs. One focus of this study included VCIs' performance comparison with effective cathodic protection (CP) systems. The investigation concluded that VCIs' corrosion mitigation performance is equivalent to that of an effective CP system. This study also evaluated tank bottom corrosion monitoring tools, investigated VCIs' migration behavior, determined VCIs performance in the presence of high levels of chlorides and bacterial activity, and evaluated VCI delivery methods considering tank pad conditions. This study concluded that mass-loss coupons installed a few inches below the tank bottom generally agree with tank floor inspection data, thus either bonded or unbonded mass-loss coupons could be used as one of the corrosion monitoring tools to assess tank pad corrosivity. The experimental work on VCI migration showed that VCIs migrate quickly through a sand environment. Thus, VCIs should provide corrosion mitigation coverage to an AST tank bottom soon after their delivery. The experimental work also showed that VCI performance is robust and not compromised in the presence of either high chloride levels or bacterial activity. Finally, the through-the-floor VCI delivery method is more efficient compared to the through-the-sandpad when tank pad corrosivity is elevated. Related webinar | PR644-183611-R01 Vapor Corrosion Inhibitors Effectiveness for Tank Bottom Plate Corrosion Control – Phase 2 | Soil-side corrosion control is a major challenge for Aboveground Storage Tank (AST) operators. Vapor Corrosion Inhibitors (VCIs) are increasingly being used as an additional corrosion control mitigation tool. A PRCI-sponsored […] | publish | Uncategorized | open | open | pr644-183611-r01-vapor-corrosion-inhibitors-effectiveness-for-tank-bottom-plate-corrosion-control-phase-2 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr644-183611-r01-vapor-corrosion-inhibitors-effectiveness-for-tank-bottom-plate-corrosion-control-phase-2/ | 0 | 0 | raw | default | 150 | Corrosion | |||||||
| 13/12/2022 | 3669 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Fatigue failure is a time-delayed failure that is one of the major threats to the pipeline integrity. For crack-like gouges in dents, the crack grows due to pressure cycling and eventually fails by fatigue. This work, which was funded by PRCI via Project MD-4-16, developed a viable engineering approach and a pragmatic fatigue model for predicting fatigue life of dents and gouges in pipelines. In particular, an equivalent stress method was developed with use of finite element analysis (FEA), and the crack driving force was determined based on the FEA results and the stress intensity factors (SIF) from API 579. The proposed fatigue model was evaluated with full-scale fatigue test data for line pipes containing dents and gouges, and then refined. The results showed that the refined fatigue model can predict adequate fatigue lives of dents and gouges in pipelines due to cyclic pressure. This report has a corresponding webinar. | PR-644-213803-R01 Fatigue Life Models for Pipeline Containing Dents and Gouges | Fatigue failure is a time-delayed failure that is one of the major threats to the pipeline integrity. For crack-like gouges in dents, the crack grows due to pressure cycling and […] | publish | Uncategorized | open | open | pr-644-213803-r01-fatigue-life-models-for-pipeline-containing-dents-and-gouges | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-644-213803-r01-fatigue-life-models-for-pipeline-containing-dents-and-gouges/ | 0 | 0 | raw | default | 400 | Integrity & Inspection | |||||||
| 05/11/2025 | 3670 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Soil-side corrosion monitoring of the aboveground storage tanks (ASTs) is challenging as access to the tank pad environment is not readily available, and the pad conditions can vary throughout the tank diameter. The objective of this work was to research and identify validated technologies to monitor the corrosion conditions under the bottoms of the breakout tanks then develop successful monitoring programs and processes. Monitoring of the undertank corrosion conditions could provide the following three critical assessments to the tank operators: (i) whether the active corrosion control methods are adequate or not, (ii) corrosivity trending of the tank pad material over time, and (iii) need for implementation of the additional corrosion control measures such as vapor corrosion inhibitors (VCIs) to mitigate corrosion. This research comprised of field testing utilizing in-service ASTs, plus laboratory testing and evaluations. Various corrosion control monitoring methods were evaluated as part of the field testing. The monitoring data from field testing was used to develop guidelines for soil-side corrosion monitoring and to develop new design concepts that can be included during the tank construction phase, or retrofitted into the tank pad of operating ASTs, and are conducive to the tank pad corrosivity monitoring. Large-scale experiments were used to determine the VCI dispersion range in highly corrosive conditions, with chloride levels being more than 100 ppm, and was found to be 15-35 ft. It was further determined that effective monitoring can be used to determine the VCI reinjection intervals. The intended audiences of the work documented in this report include AST operators across multiple industries, such as midstream operators and crude oil refineries. | PR644-223603-R01 Developing Corrosion Control Monitoring Technology for Hazardous Liquid Breakout Tanks | Soil-side corrosion monitoring of the aboveground storage tanks (ASTs) is challenging as access to the tank pad environment is not readily available, and the pad conditions can vary throughout the […] | publish | Uncategorized | open | open | pr644-223603-r01-developing-corrosion-control-monitoring-technology-for-hazardous-liquid-breakout-tanks | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr644-223603-r01-developing-corrosion-control-monitoring-technology-for-hazardous-liquid-breakout-tanks/ | 0 | 0 | raw | default | 250 | Corrosion | |||||||
| 02/06/2026 | 3671 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Several tank operators have been using vapor corrosion inhibitors (VCIs) as a corrosion control measure for the tank bottom for reasons including partial or complete failure of the existing cathodic protection (CP) system, presence of soil-side corrosion indications even with an active CP, in tanks with double bottoms where CP current distribution is insufficient due to the proximity of the anode to the second bottom, and when operators want to increase the inspection intervals to reduce the life-cycle maintenance cost. Objective of this research was to quantify the interactions between VCI and CP and associated components and evaluate validated technologies and processes to monitor the corrosion conditions under the bottoms of the breakout tanks. This research comprised of field testing utilizing in-service VCI-treated ASTs, laboratory testing and evaluations, and analysis of large amount of monitoring data collected from the VCI-treated tanks. Various corrosion control monitoring methods were evaluated as part of the field testing in the VCI-treated tanks. The monitoring data from field testing was used to develop guidelines for VCI monitoring and to establish VCI reinjection requirements. Large-scale experiments with active CP were used to determine the VCI dispersion range in highly corrosive conditions, and to determine the effects of VCI on the anode current output. VCI dispersion range is several tens of feet, and VCIs do not affect anode current output. The CP rectifier data collected for tanks treated with VCIs indicated that the rectifier current output before- and after-VCI are not affected by the VCIs. A limited analysis of the VCI-treated tanks indicated that VCIs seem to be effective in mitigating soil-side corrosion, and the VCI-treated corrosion mitigation is equivalent to the tanks with effective CP. Experimental data also indicated that use of VCI in tanks with active CP could help improve the CP current distribution. The intended audiences of the work documented in this report include AST operators across multiple industries, such as midstream operators and crude oil refineries. | PR644-223604-R01 Monitoring Long-Term Compatibility of VCIs and CP | Several tank operators have been using vapor corrosion inhibitors (VCIs) as a corrosion control measure for the tank bottom for reasons including partial or complete failure of the existing cathodic […] | publish | Uncategorized | open | open | pr644-223604-r01-monitoring-long-term-compatibility-of-vcis-and-cp | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr644-223604-r01-monitoring-long-term-compatibility-of-vcis-and-cp/ | 0 | 0 | raw | default | 0 | Corrosion | |||||||
| 03/10/2018 | 3672 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Describes the procedure for purchasing Cloud Access to the API 1149 tool. Also includes order form to be completed and sent to PRCI. | PR-645-183900-M02 API 1149 Software Tool Cloud Purchase Instructions | Describes the procedure for purchasing Cloud Access to the API 1149 tool. Also includes order form to be completed and sent to PRCI. | publish | Uncategorized | open | open | pr-645-183900-m02-api-1149-software-tool-cloud-purchase-instructions | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-645-183900-m02-api-1149-software-tool-cloud-purchase-instructions/ | 0 | 0 | raw | default | 0 | Surveillance, Operations & Monitoring | |||||||
| 23/06/2021 | 3673 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline failure due to corrosion is a common problem in the oil and gas and petrochemical industry. A cost-effective way to prevent these failures is the application of corrosion-resistant weld overlays (WOLs) onto the internal surface of line pipe. A WOL is a deposition of a filler metal - such as a nickel-base alloy - onto the surface of a part - usually carbon or low alloy steels - to introduce desired surface properties to the original substrate [1]. As such, the service life of the substrate is increased which results in reduced costs to industries such as oil and gas and petrochemical as well as to the environment. WOLs are commonly created using arc welding processes such as cold wire and hot wire gas tungsten arc welding (CW-, HW-GTAW), gas metal arc welding (GMAW), and submerged arc welding (SAW). Previous research performed at OSU indicates that a low heat input GMAW process, such as cold metal transfer (CMT), can produce WOLs which corrode up to ten times slower than overlays produced with CW-GTAW [2, 3], with up to four times higher deposition rates [4]. However, the majority of research into WOLs produced with the CMT process has been done with respect to nuclear applications, so there is a need for process optimization directed towards oil and gas applications. This project investigates the potential of CMT as an alternative to HW-GTAW for use with nickel-base alloys 625, 686 and 825 clad onto low alloy steel X65. | PR-650-174516-R01 Corrosion Resistant Weld Overlays for Pipeline Installations | Pipeline failure due to corrosion is a common problem in the oil and gas and petrochemical industry. A cost-effective way to prevent these failures is the application of corrosion-resistant weld […] | publish | Uncategorized | open | open | pr-650-174516-r01-corrosion-resistant-weld-overlays-for-pipeline-installations | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-650-174516-r01-corrosion-resistant-weld-overlays-for-pipeline-installations/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 19/10/2015 | 3634 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Performance testing pumps in the field can be challenging and even more complicated when the pump is in crude oil pipeline service. Pumps installed in crude oil pipelines normally do not meet the basic requirements set forth in typical pump testing standards, additionally crude oil fluid properties are irregular, thus making it difficult to obtain the desired accuracy for proper evaluation and comparison to factory tests. All inconsistencies need to be evaluated and reconciled to successfully field performance test pumps pumping viscous fluid. The objective of this project is to develop a practical field test procedure that can be applied to large high volume centrifugal pumps in pipelines transporting viscous fluids, specifically crude oil. There are many variables affecting field performance testing of crude oil pipeline pumps making it nearly impossible to fully analyze all possible combination of test measurements. The field pump performance test procedure provides practical guidance to assess the potential uncertainty of the measurements and making sensible corrections. Using the field testing procedure actual pump viscous performances can be measured and the results used to validate performances measured during factory tests on water and corrected for viscosity per the Hydraulic Institute (HI) 9.6.7, "Effects of Liquid Viscosity on Rotordynamic Pump Performance". The long term goal is to utilize the measured viscous performances using the field pump performance testing procedure to either validate or improve the current correlations between pump water performance and viscous performance set forth by HI, which are principally based on smaller pump tests. By assuring the viscous corrections are correct the pump and drive system sizing may be optimized. | PR-471-14207-R01 Development of Field Pump Performance Testing Procedure | Performance testing pumps in the field can be challenging and even more complicated when the pump is in crude oil pipeline service. Pumps installed in crude oil pipelines normally do […] | publish | Uncategorized | open | open | pr-471-14207-r01-development-of-field-pump-performance-testing-procedure | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-471-14207-r01-development-of-field-pump-performance-testing-procedure/ | 0 | 0 | raw | default | 250 | Compressor & Pump Station | |||||||
| 31/08/2019 | 3635 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In situ pump performance testing was performed at the TransCanada pipeline Monitor station in Alberta Canada and Liebenthal station in Saskatchewan Canada in accordance with the Field Pump Performance Testing Procedure (PRCI report PR-471-14207-R01). Testing at the Monitor station was performed by Sulzer with two different batches of crude oil with slightly different viscosities and densities. Because of the pipeline operation limitations the flow could not be varied appreciably, however the flow points were near the pumps bep flow and therefore believed to be beneficial. To help validate field pump performance testing techniques measurements were taken using two methods to measure flow and two to measure pump power-in. Testing at the Liebenthal station was performed by TransCanada personnel on one fixed speed and one variable speed unit. All testing was performed with one batch of crude oil. The fixed speed unit power was measured with electrical power to the motor and the variable speed unit power was measured with a torque meter and electrical power. A full description of the Excel sheets used to calculate the field pump performance and the factory test data corrected to field conditions is made. The spreadsheet is included with this report. This work will benefit the liquids pipeline operators by validating the field test procedure, thereby providing assurance and acceptance of the methods. Using these field pump performance testing methods on additional pumps will help populate the database of measured viscous pump performances. This data can then be used to further improve the Hydraulic Institutes viscous correction calculations. Additionally, improved field pump performance measurements will allow the pipeline users to optimize their pipeline operation. | PR-471-14207-Z03 Evaluation of Field Pump Performance Testing Procedure | In situ pump performance testing was performed at the TransCanada pipeline Monitor station in Alberta Canada and Liebenthal station in Saskatchewan Canada in accordance with the Field Pump Performance Testing […] | publish | Uncategorized | open | open | pr-471-14207-z03-evaluation-of-field-pump-performance-testing-procedure | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-471-14207-z03-evaluation-of-field-pump-performance-testing-procedure/ | 0 | 0 | raw | default | 5.000 | Compressor & Pump Station | |||||||
| 18/04/2019 | 3636 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pump suction piping testing was performed to measure the influence on pump performance and mechanical operation, and also provide a benchmark for comparing, verifying and improving CFD modeling techniques. Testing was performed in Sulzer's pump test laboratory, in Winterthur Switzerland, using a single stage double suction model pump a with similar specific speed and design as used in many crude oil pipeline installations. Testing included a baseline test with a straight pipe with a flow straightener at the pump suction and two arrangements with pipe elbows directly at the pump suction. All tests were performed with mineral oil at viscosities ranging from 90 to 500 cSt. Pump performance as well as several static and dynamic measurements were taken, including static pressure measurements along the suction pipe, dynamic pressure measurements at the pump suction and discharge, pump axial thrust and displacements and pump torque. The tests with elbows at the pump suction are compared to the baseline test results. This work will benefit the liquids pipeline station designers and operators and also CFD analysts by providing actual tested comparisons and benchmark measurements. | PR-471-16206-R01 Suction Piping Effect on Pump Performance Testing | Pump suction piping testing was performed to measure the influence on pump performance and mechanical operation, and also provide a benchmark for comparing, verifying and improving CFD modeling techniques. Testing […] | publish | Uncategorized | open | open | pr-471-16206-r01-suction-piping-effect-on-pump-performance-testing | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-471-16206-r01-suction-piping-effect-on-pump-performance-testing/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 08/03/2019 | 3637 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | CFD simulations of pump suction piping coupled to a double suction volute pump were performed with oil at a viscosity of ~90 cSt. Two variants of the suction piping were modeled in order to investigate their effect on the pump performance. Measurement data obtained during PRCI project CPR-15A were used to validate the CFD setup. The CFD results were mostly in line with the measurements, in particular performance and pressure tap values in the suction piping. The pump rotor forces predicted by CFD however showed significant differences to the measured values. The CFD setup presented in this report provides a basis framework for further CFD investigations. This work will benefit the liquids pipeline station designers and operators and also CFD analysts by providing CFD comparisons to benchmark measurements. | PR-471-16206-R02 Suction Piping Effect on Pump Performance CFD | CFD simulations of pump suction piping coupled to a double suction volute pump were performed with oil at a viscosity of ~90 cSt. Two variants of the suction piping were […] | publish | Uncategorized | open | open | pr-471-16206-r02-suction-piping-effect-on-pump-performance-cfd | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-471-16206-r02-suction-piping-effect-on-pump-performance-cfd/ | 0 | 0 | raw | default | 250 | Compressor & Pump Station | |||||||
| 15/01/2016 | 3638 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Various subsea pig launching and receiving systems have been designed and built, and some of these have seen actual usage offshore. However, subsea pig launching / receiving on pipeline systems that have been in service remains rare, and there are concerns in the industry regarding the safety, operational reliability, technical complexity and environmental impact of subsea pig launching / receiving. This may have a negative effect on overall integrity management and maintenance strategies for subsea pipeline systems, and thus may lead to greater likelihood of pipeline failures. As a minimum, it causes a great deal of uncertainty in risk assessments. This document aims to provide guidance on the various aspects of a subsea pig launch-ing/receiving campaign, from conception to execution. This includes describing industry best practices for each phase of the project life cycle (design, execution, operation), as well as general project contracting and project management. | PR-472-144505-R02 Development of Guidance on Subsea Launchers and Receivers | Various subsea pig launching and receiving systems have been designed and built, and some of these have seen actual usage offshore. However, subsea pig launching / receiving on pipeline systems […] | publish | Uncategorized | open | open | pr-472-144505-r02-development-of-guidance-on-subsea-launchers-and-receivers | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-472-144505-r02-development-of-guidance-on-subsea-launchers-and-receivers/ | 0 | 0 | raw | default | 10.000 | Subsea | |||||||
| 02/06/2016 | 3639 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In Phase 1 of this project, a complete catalog of existing launching and receiving systems was created and experience feedback from a broad industry group was gathered. The majority of the hazards identified from the Phase 1 feedback were related to the installation, operation, and environmental aspects of subsea pig launching/receiving activities. This document presents project Phase 3, which addresses the most commonly encountered hazards of these three areas by developing guidelines and best practices and by identifying new concepts to further improve subsea launching/receiving safety and reliability. This report has a related webinar. | PR-472-144505-R03 Development of Guidance on Subsea Launchers and Receivers | In Phase 1 of this project, a complete catalog of existing launching and receiving systems was created and experience feedback from a broad industry group was gathered. The majority of […] | publish | Uncategorized | open | open | pr-472-144505-r03-development-of-guidance-on-subsea-launchers-and-receivers | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-472-144505-r03-development-of-guidance-on-subsea-launchers-and-receivers/ | 0 | 0 | raw | default | 8.000 | Subsea | |||||||
| 19/04/2018 | 3640 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document aims to provide a thorough and systematic review of the State of Industry regarding ultra-deep water pipeline technology. This includes a review of design codes and standards documentation of manufacturability and constructability capabilities and limitations by means of market surveys, as well as a first step to identify novel concepts and approaches for overcoming current design limits. | PR-472-174501-R01 Ultra-Deep Water Pipelines | This document aims to provide a thorough and systematic review of the State of Industry regarding ultra-deep water pipeline technology. This includes a review of design codes and standards documentation […] | publish | Uncategorized | open | open | pr-472-174501-r01-ultra-deep-water-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-472-174501-r01-ultra-deep-water-pipelines/ | 0 | 0 | raw | default | 3.000 | Subsea | |||||||
| 27/12/2017 | 3641 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report is a literature review of several non-metallic material systems often used as alter-natives to steel pipelines. The pipeline systems reviewed are high density polyethylene (HDPE), fiberglass reinforced plastic (FRP), flexible composite and thermoplastic liners. This report is not intended to be a detailed guide or design manual on the use of the referenced materials for pipeline applications, rather an overall evaluation on the current state of these systems. Significant industry literature and documentation already exists on the design, manufacturing, installation, and operation of these pipelines. This information currently resides in pipe manufacturer's manuals and various industry standards and guides published by organizations such as ASTM International (ASTM), American Petroleum Institute (API) American Water Works Association (AWWA), and International Organization for Standardization (ISO). In Canada, the oil and gas industry pipeline code, CSA Z662-2015 (Canadian Standards Association, 2015). Users should frequently consult the manufacturers of the pipe products in use or under consideration for use for clarification and suggestions regarding the best practices, considerations and applications of the materials in question. In addition, pipeline operators should be aware of the applicable regulatory requirements in the jurisdictions they are operating within. | PR-473-144506-R01 State of the Art Alternatives to Steel Pipelines | This report is a literature review of several non-metallic material systems often used as alter-natives to steel pipelines. The pipeline systems reviewed are high density polyethylene (HDPE), fiberglass reinforced plastic […] | publish | Uncategorized | open | open | pr-473-144506-r01-state-of-the-art-alternatives-to-steel-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-473-144506-r01-state-of-the-art-alternatives-to-steel-pipelines/ | 0 | 0 | raw | default | 10.000 | Design, Materials & Construction | |||||||
| 04/05/2017 | 3642 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The dispersion and migration behavior of hydrocarbon products leaking at low rates (i.e. 1bbl/day and 10 bbl/day) from a pipeline have been studied using a combination of experimental leakage tests and numerical simulations. The focus of this study was to determine the influence of subsurface engineered boundaries associated with the trench walls, and the presence of a water table, upon the leakage behavior of a range of hydrocarbon products. The project numerically modelled three products including diesel, diluted bitumen (dilbit) and gasoline; which were chosen to span a range of fluid types and viscosities. Laboratory simulations of leakage were carried out for the most viscous product (i.e. dilbit) in order to capture plume dispersion in semi-real time, and to allow numerical predictions to be assessed against experimental data. Direct comparisons between observed plume dimensions over time and numerically predicted behavior suggested a good match under low moisture conditions, providing confidence that the numerical simulation was sufficiently reliable to model field-scale applications. Following a simulated two year initialization period, the leakage of products, their associated gas phase migration, thermal and geomechanical effects were simulated for a period of 365 days. Comparisons between product leakage rate, product type and soil moisture content were made and the spatial impacts of leakage were summarized. Variably compacted backfill within the trench, surrounded by undisturbed and more compacted natural soils, results porosity and permeability differences which control the migration of liquids, gases, thermal effects and surface heave. Dilbit migration is influenced heavily by the trench, and also its increasing viscosity as it cools and degases after leakage. Diesel and gasoline liquid plumes are also affected by the trench structure, but to a lesser extent, resulting in wider and longer plumes in the subsurface. In all cases, the migration of liquids and gases is facilitated by higher permeability zones at the base of the pipe. Volatile Organic Compounds (VOCs) migrate along the trench and break through at the surface within days of the leak. Temperature changes within the trench may increase due liquid migration, however the change in predicted temperature at the surface above the leak is less than 0.5°C above background. For gasoline, the large amount of degassing and diffusion through the soil results in cooling of the soil by up to 1°C. Induced surface displacement was predicted for dilbit and for one case of diesel, but only in the order of 0.2cm above baseline. Based upon the information gathered, recommendations are provided for the use and placement of generic leak detection sensor types (e.g liquid, gas, thermal, displacement) within the trench and / or above the ground surface. The monitoring locations suggested take into account requirements to detect pipeline leakage as early as possible in order to facilitate notification of the operator and to predict the potential extent of site characterization required during spill response and longer term remediation activities. | PR-487-143727-R01 Modelling and Simulation of Subsurface Fluid Migration from Small Pipeline Leaks | The dispersion and migration behavior of hydrocarbon products leaking at low rates (i.e. 1bbl/day and 10 bbl/day) from a pipeline have been studied using a combination of experimental leakage tests […] | publish | Uncategorized | open | open | pr-487-143727-r01-modelling-and-simulation-of-subsurface-fluid-migration-from-small-pipeline-leaks | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-487-143727-r01-modelling-and-simulation-of-subsurface-fluid-migration-from-small-pipeline-leaks/ | 0 | 0 | raw | default | 2.000 | Surveillance, Operations & Monitoring | |||||||
| 18/12/2019 | 3643 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Halfwave's ART Scan technology is used as a method of pipeline inspection and has been engineered and configured to suit a variety of pipeline diameters. Until now the smallest pipeline ART Scan could inspect was 10" with a bespoke application specific design. The purpose of this feasibility study is to investigate to challenges involved in the miniaturization of ART Scan to suit pipeline diameters from 8" to 12". Through this study each element of the ART Scan tool design has been considered, from Mechanical design, Electronics design to the development of a new ART transducer. | PR-535-183856-R01 Small Diameter Acoustic Resonance ILI Tool Feasibility Study | Halfwave’s ART Scan technology is used as a method of pipeline inspection and has been engineered and configured to suit a variety of pipeline diameters. Until now the smallest pipeline […] | publish | Uncategorized | open | open | pr-535-183856-r01-small-diameter-acoustic-resonance-ili-tool-feasibility-study | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-535-183856-r01-small-diameter-acoustic-resonance-ili-tool-feasibility-study/ | 0 | 0 | raw | default | 300 | Subsea | |||||||
| 19/09/2017 | 3644 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | There is a need to understand Magnetic Flux Leakage (MFL) in-line inspection data and determine if it distinguishes whether a Close Metal Object (CMO) is an adjacent pipeline or independent metallic article. There have been failures associated with CMOs both in contact and in close proximity with the pipeline, specifically water lines. With the knowledge gained on the sensitivity of MFL technology to detect such objects, a process could be developed to identify those CMOs which may be a hazard to the pipeline and prioritize them for evaluation. This report has a related webinar. ? | PR-542-163745-R01 Defining Close Metal Object Detection Capabilities of MFL ILI Tools | There is a need to understand Magnetic Flux Leakage (MFL) in-line inspection data and determine if it distinguishes whether a Close Metal Object (CMO) is an adjacent pipeline or independent […] | publish | Uncategorized | open | open | pr-542-163745-r01-defining-close-metal-object-detection-capabilities-of-mfl-ili-tools | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-542-163745-r01-defining-close-metal-object-detection-capabilities-of-mfl-ili-tools/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 10/03/2017 | 3645 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The current program examined the use of structural spray polyurethane foams (SPF) used in the pipeline industry as line supports (foam ditch pads) or as erosion-control devices (foam trench breakers). Of concern are requirements that pipelines are protected by “non-shielding†coatings and that cathodic protection design must consider “electrical shielding.†Cathodic protection current may pass through or around the foams depending on the foam properties, surrounding electrolyte conductivity, and foam bonding to the pipeline. The program studied SPF impacts on cathodic protection of simulated under-ground steel pipelines. | PR-543-153601-R01 The Effects of Spray Polyurethane Foam on the Cathodic Protection of Pipelines | The current program examined the use of structural spray polyurethane foams (SPF) used in the pipeline industry as line supports (foam ditch pads) or as erosion-control devices (foam trench breakers). […] | publish | Uncategorized | open | open | pr-543-153601-r01-the-effects-of-spray-polyurethane-foam-on-the-cathodic-protection-of-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-543-153601-r01-the-effects-of-spray-polyurethane-foam-on-the-cathodic-protection-of-pipelines/ | 0 | 0 | raw | default | 4.750 | Corrosion | |||||||
| 10/04/2020 | 3646 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline isolation tools from three different manufacturers were evaluated using full-scale testing and numerical modeling to evaluate stresses generated in 24-inch diameter pipe material considering tool-induced loads and internal pressure. Finite Element Analysis (FEA) was conducted to calculate stresses and strains considering different pipe sizes, material grades, and internal pressures. The FEA results were used to generate a user-friendly parametric tool that was validated with measurements made using strain gauges installed on the test spools. The program demonstrated that the isolation tools are an effective means for isolating pressures without inducing excessive levels of stress or damage to the internal pipe surfaces. | PR-562-184500-R01 Feasibility Study of Piggable Plug Technologies for Onshore Pressure Isolation | Pipeline isolation tools from three different manufacturers were evaluated using full-scale testing and numerical modeling to evaluate stresses generated in 24-inch diameter pipe material considering tool-induced loads and internal pressure. […] | publish | Uncategorized | open | open | pr-562-184500-r01-feasibility-study-of-piggable-plug-technologies-for-onshore-pressure-isolation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-562-184500-r01-feasibility-study-of-piggable-plug-technologies-for-onshore-pressure-isolation/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 24/01/2019 | 3647 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Previous efforts have shown that the laser/light based NDE systems do generally provide sufficiently accurate measurements for validating MFL ILI. However, the specific samples studied lack metrics associated with large metal loss areas or areas of interacting metal loss. It is generally accepted that the performance would deteriorate in such conditions, but a comprehensive evaluation has not been performed. This project aims to provide an insight into the performance of these technologies as pertaining to the measurement of larger or interacting areas of metal loss on pipelines. | PR-575-183603-R01 Performance of External Profiling Inspection | Previous efforts have shown that the laser/light based NDE systems do generally provide sufficiently accurate measurements for validating MFL ILI. However, the specific samples studied lack metrics associated with large […] | publish | Uncategorized | open | open | pr-575-183603-r01-performance-of-external-profiling-inspection | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-575-183603-r01-performance-of-external-profiling-inspection/ | 0 | 0 | raw | default | 500 | Integrity & Inspection | |||||||
| 01/09/2017 | 3648 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline personnel are routinely asked to evaluate whether excavated corrosion features are active or inactive. To date, no industry guidance has been developed that can be referenced by field personnel when making this assessment. It is recognized that many factors can influence a corrosion status evaluation and that no method, procedure, or process will provide 100% accuracy. The objective of the project was to build a technically defensible set of methods and procedures to classify corrosion features by anomaly type and status as active, inactive or cannot be determined, based on visual inspection and relatively simple field tools and equipment. Such procedures will bring consistency to the industry and will greatly benefit efforts to establish re-assessment intervals and improve preventive and mitigative measures based on technical procedures. A field manual that will help field personnel identify different types of corrosion scenarios has been developed. | PR-579-153603-R01 Field Techniques for Determining Corrosion Status | Pipeline personnel are routinely asked to evaluate whether excavated corrosion features are active or inactive. To date, no industry guidance has been developed that can be referenced by field personnel […] | publish | Uncategorized | open | open | pr-579-153603-r01-field-techniques-for-determining-corrosion-status | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-579-153603-r01-field-techniques-for-determining-corrosion-status/ | 0 | 0 | raw | default | 250 | Corrosion | |||||||
| 15/04/2020 | 3649 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A review has been performed of past studies on stress corrosion cracking (SCC) sponsored by the PRCI Corrosion Technical Committee (TC) and the US Department of Transportation Pipeline and Hazardous Materials Safety Administration (PHMSA). The aims of this report are (a) to summarize the results of past PRCI and PHMSA SCC studies and, thereby, serve as a resource for current and future TC members, (b) to identify gaps in current understanding, and (c) to assist in future road-mapping exercises. In support of these aims, the current report is structured in a similar manner to current and past SCC TC road maps, namely in terms of site identification, susceptibility evaluation, sensor development, mitigation and repair, and pipeline integrity and assurance of reliability. The review is limited to external SCC and, therefore, cracking due to the transportation of ethanol or in sour service is excluded. This review builds on an earlier 2010 review of external SCC and extends that work to include subsequently published studies in the areas of SCC Direct Assessment (SCC-DA), susceptibility assessment, sensor development, mitigation and repair, and the development of in-line inspection technologies for SCC. The report also includes a gap analysis and an updated roadmap for future studies. | PR579-183608-R01 Expert Review of Past PRCI and PHMSA SCC Studies and Road Mapping | A review has been performed of past studies on stress corrosion cracking (SCC) sponsored by the PRCI Corrosion Technical Committee (TC) and the US Department of Transportation Pipeline and Hazardous […] | publish | Uncategorized | open | open | pr579-183608-r01-expert-review-of-past-prci-and-phmsa-scc-studies-and-road-mapping | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr579-183608-r01-expert-review-of-past-prci-and-phmsa-scc-studies-and-road-mapping/ | 0 | 0 | raw | default | 1.000 | Corrosion | |||||||
| 01/06/2017 | 3650 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The vertical can booster pump is used extensively in pipeline service where low suction pressures prevent the use of above-grade horizontal pumps. These typically appear at storage terminals for transferring oil from storage vessels (tanks) to large pipeline pumps or to other storage vessels. The pump is capable of moving oil with very low inlet pressures by virtue of placing the motor at the top and the impellers at the bottom of the pump often well below grade and using the static pressure generated by the oil through the vertical elevation difference to ensure that the suction requirements of the pump is met. The booster pumps are often improperly designed or selected and further are misapplied or inappropriately used. The industry standards for vertical can booster pumps, are generic and do not consider all of the special requirements and service needs in pipeline applications. The missing information must be considered if a long life is expected from the pumps. This study examines and reports on the best booster pump practices considering the unique design issues for pipelines and further how the pumps should be specified, operated and maintained to ensure long term service. This report has a related webinar. | PR-586-15213-R01 Pipeline Vertical Booster Pump Design Operation and Maintenance Best Practices | The vertical can booster pump is used extensively in pipeline service where low suction pressures prevent the use of above-grade horizontal pumps. These typically appear at storage terminals for transferring […] | publish | Uncategorized | open | open | pr-586-15213-r01-pipeline-vertical-booster-pump-design-operation-and-maintenance-best-practices | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-586-15213-r01-pipeline-vertical-booster-pump-design-operation-and-maintenance-best-practices/ | 0 | 0 | raw | default | 250 | Compressor & Pump Station | |||||||
| 24/05/2021 | 3651 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pump station efficiency improvement is more complicated and specialized than simply following the latest industry trends. Liquids pipelines are different in many ways from comparable pumping environments. The pumps and electrical equipment are larger than in typical utilities, the stations on a pipeline are spaced out geographically over large parts of the country making maintenance and control more challenging. Much of what is researched and written is not applicable to the scale of liquid hydrocarbon pipelines, therefore, this report is unique in its examination of the factors that affect pump station efficiency and operating costs. Many practical and accessible means to improve pump station efficiency and reduce the cost of pumping liquid hydrocarbon are presented. | PR-586-20205-Z01 Pump Station Efficiency Improvement Evaluation | Pump station efficiency improvement is more complicated and specialized than simply following the latest industry trends. Liquids pipelines are different in many ways from comparable pumping environments. The pumps and […] | publish | Uncategorized | open | open | pr-586-20205-z01-pump-station-efficiency-improvement-evaluation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-586-20205-z01-pump-station-efficiency-improvement-evaluation/ | 0 | 0 | raw | default | 250 | Compressor & Pump Station | |||||||
| 08/04/2021 | 3652 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Wellhead seals are a key component of reservoir and salt-cavern storage wells that function to seal the well from the external environment and separate stored fluids contained within the well. Loss of integrity of these seals or seal failures are a common occurrence in the storage industry. Practical guidelines on how to choose the proper sealing components and prevent seals from failing are generally lacking. In this study, data related to wellhead sealing were compiled through a literature review, discussions with wellhead experts, and a survey distributed to Pipeline Research Council International (PRCI) members and others involved in the industry. Through the evaluation of this data, meaningful parameters involved in successful and failed seals were identified and best practice recommendations were provided on seal selection and wellhead design. There is a related webinar. | PR-591-20700-R01 Wellhead Seals Best Practices | Wellhead seals are a key component of reservoir and salt-cavern storage wells that function to seal the well from the external environment and separate stored fluids contained within the well. […] | publish | Uncategorized | open | open | pr-591-20700-r01-wellhead-seals-best-practices | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-591-20700-r01-wellhead-seals-best-practices/ | 0 | 0 | raw | default | 200 | Underground Storage | |||||||
| 16/03/2017 | 3653 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline natural gas, while dominantly composed of methane, also contains various amounts of diluents, hydrogen, and hydrocarbons. The objective of this report is to describe how variations in fuel composition influence gas turbine emissions, operability, and operational range (turndown). A key point of this report is that these fuel composition sensitivities are not described by a single parameter, such as Wobbe index, but by different parameters depending upon the specific issue. For example, the autoignition time is an important parameter influencing autoignition risk, while flame speed has important influences on combustion instability and blowoff risk. This report explains these sensitivities, as well as approaches for identifying and mitigating operational risk. This report has a related webinar. | PR-592-16208-R01 Effect of Variability in Fuel on Operation and Reliability of Gas Turbine | Pipeline natural gas, while dominantly composed of methane, also contains various amounts of diluents, hydrogen, and hydrocarbons. The objective of this report is to describe how variations in fuel composition […] | publish | Uncategorized | open | open | pr-592-16208-r01-effect-of-variability-in-fuel-on-operation-and-reliability-of-gas-turbine | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-592-16208-r01-effect-of-variability-in-fuel-on-operation-and-reliability-of-gas-turbine/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 23/07/2020 | 3614 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Variations in natural gas composition not only change bulk properties like heating value and adiabatic flame temperature, but also affect the reactivity of the gas during combustion in legacy compressor engines. Gas blends with high amounts of non-methane hydrocarbons are more reactive and alter combustion phasing in ways which can negatively affect engine operation and NOx emissions. These issues have and will continue to become more prevalent as natural gas production continually shifts towards shale resources. This work investigates the impacts of changing fuel composition on engine operation and emissions, as well as on fundamental fuel properties. Several fuel sweep datasets from different legacy engines are used to help draw broad conclusions about the impact of fuel speciation depending on engine type and operating condition. Further, the relationship between this engine behavior and fundamental fuel properties is explored. The response of engine operation and emissions to changing fuel reactivity is also observed in the context of the trapped equivalence ratio control method. A correction to the method which accounts for fuel reactivity effects on NOx is proposed and assessed with available data. | PR-457-18204-R02 Variable Fuel Effects on Legacy Compressor Engines Phase V Engine Control Enhancement | Variations in natural gas composition not only change bulk properties like heating value and adiabatic flame temperature, but also affect the reactivity of the gas during combustion in legacy compressor […] | publish | Uncategorized | open | open | pr-457-18204-r02-variable-fuel-effects-on-legacy-compressor-engines-phase-v-engine-control-enhancement | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-457-18204-r02-variable-fuel-effects-on-legacy-compressor-engines-phase-v-engine-control-enhancement/ | 0 | 0 | raw | default | 1.500 | Compressor & Pump Station | |||||||
| 26/01/2023 | 3615 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pre-combustion chambers are frequently used in large-bore natural gas engines to improve ignition repeatability and combustion quality while simultaneously enabling substantial engine emission reductions. Specifically, prechambers reduce the carbon footprint of natural gas pipeline engines, and by extension, reduce greenhouse gas emissions from pipeline compressor stations. A study to provide an initial screening of a number of new ignition techniques in a Cooper-Bessemer GMV two-stroke lean burn natural gas engine was conducted using Converge CFD software in order to guide original equipment manufacturers (OEMs) and technology providers in improving combustion processes and reducing methane emissions. Various designs for multi-nozzle and directional prechambers were created and tested for the best performance against an OEM design. Additionally, the pre-ignition introduction of radical species was investigated by implementing a radical-generating prechamber to seed the main combustion chamber with species before ignition by the primary prechamber. Finally, the efficacy of a plasma fuel reforming system tuned to target and fragment methane in the main chamber fuel stream was studied. This study provides an initial numerical screening of new ignition techniques to determine which, if any, techniques are promising for reducing methane emissions through ignition system improvements and should be further examined with on-engine experimental evaluation. | PR457-21204-R01 Evaluation of New Ignition Concepts on Large Bore NG Engines for Methane Emissions | Pre-combustion chambers are frequently used in large-bore natural gas engines to improve ignition repeatability and combustion quality while simultaneously enabling substantial engine emission reductions. Specifically, prechambers reduce the carbon footprint […] | publish | Uncategorized | open | open | pr457-21204-r01-evaluation-of-new-ignition-concepts-on-large-bore-ng-engines-for-methane-emissions | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr457-21204-r01-evaluation-of-new-ignition-concepts-on-large-bore-ng-engines-for-methane-emissions/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 05/07/2023 | 3616 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
Use of the pre-combustion chamber (PCC) as an ignition source in large-bore natural gas engines has shown promise in reducing emissions. By increasing the ignition energy and surface area via a turbulent jet, these devices can extend the lean operating limit of the engine and reduce oxides of nitrogen (NOx). This study aims to characterize the sensitivity of main chamber NOx formation to changes in the PCC jet. A CFD model of a Cooper-Bessemer GMV two-stroke lean-burn natural gas engine is used for this purpose. The temperature and chemical composition of the PCC jet are varied across several tasks, and the resulting changes in main chamber NOÂx emissions are recorded. Three-dimensional plotting tools are used to determine where and when NOx forms in the engine during the cycle. Data on the chemical pathways to NO and NO2ÂÂ formation and destruction is also presented. |
PR457-21206-R01 CFD Study of Prechamber NOx Production Mechanisms | Use of the pre-combustion chamber (PCC) as an ignition source in large-bore natural gas engines has shown promise in reducing emissions. By increasing the ignition energy and surface area via […] | publish | Uncategorized | open | open | pr457-21206-r01-cfd-study-of-prechamber-nox-production-mechanisms | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr457-21206-r01-cfd-study-of-prechamber-nox-production-mechanisms/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 17/07/2024 | 3617 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Legacy natural gas engines have made substantial progress over decades of research and development to improve the reliability of operation under loaded, steady-state conditions. The reduction of misfires and preignition cycles has reduced emissions such as unburned hydrocarbons and oxides of nitrogen through various means, including efforts to minimize combustion variability at specific engine operating conditions. Understanding the root causes of cycle-to-cycle variability is vital in determining how to counteract them. By reducing cyclic variability, engine performance improves, emissions are reduced, and service life is extended. This report investigates mechanical governor control on a single cylinder two-stroke gas engine to determine if it induces some variability in the cycle-to-cycle combustion process. | PR457-22208-R01 Reduced Cyclic Variability for Improved GHG Emissions | Legacy natural gas engines have made substantial progress over decades of research and development to improve the reliability of operation under loaded, steady-state conditions. The reduction of misfires and preignition […] | publish | Uncategorized | open | open | pr457-22208-r01-reduced-cyclic-variability-for-improved-ghg-emissions | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr457-22208-r01-reduced-cyclic-variability-for-improved-ghg-emissions/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 09/04/2025 | 3618 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The large-bore, slow-speed, two-stroke natural gas engines that frequently power natural gas pipelines are the subjects of increasingly stringent emissions standards, particularly those targeting emissions of oxides of nitrogen (NOx) and greenhouse gases (GHGs) such as methane and carbon dioxide. Running these engines near their lean limits of operation reduces combustion temperature and therefore NOx emissions but at the cost of increased misfires and combustion instability, thus increasing GHG emissions. A pre-combustion chamber (PCC) can be equipped to provide a high-energy ignition source that extends the reliable lean limit of the engine, further reducing NOx emissions without drastically increasing emitted GHGs or reducing engine performance. A computational fluid dynamics (CFD) study was conducted to explore the effects of premixing fuel and air prior to injection into the PCC. Various premixed equivalence ratios, injected mass flow rates, and injection timings were studied and compared to a non-premixed baseline, specifically focusing on differences in GHG emissions and engine performance indicators such as peak pressure and total heat released. This work provides an examination of these results as well as recommendations for future research building off the preliminary data delivered here. | PR457-22209-R01 Feasibility Study of the Premixing of PCC Fuel and Air to Reduce GHG Emissions | The large-bore, slow-speed, two-stroke natural gas engines that frequently power natural gas pipelines are the subjects of increasingly stringent emissions standards, particularly those targeting emissions of oxides of nitrogen (NOx) […] | publish | Uncategorized | open | open | pr457-22209-r01-feasibility-study-of-the-premixing-of-pcc-fuel-and-air-to-reduce-ghg-emissions | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr457-22209-r01-feasibility-study-of-the-premixing-of-pcc-fuel-and-air-to-reduce-ghg-emissions/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 06/04/2024 | 3619 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Lean burning large bore natural gas two-stroke engines have remained critical components of the North American natural gas pipeline ecosystem for decades and will continue to persist as vital means of natural gas transportation well into the coming years. As increasing lean ignition limits are explored, Pre-Combustion Chambers (PCCs) serve as pathway to increased stability and repeatability of combustion as well as substantial engine emissions reduction. This study aims to further research the interaction between PCCs and the main combustion chamber (MCC) by investigating the sensitivity of in-cylinder mixing to changes in the geometry of intake manifolds and port design. A CFD model of a Cooper Ajax E-565 large bore lean burn two-stroke was used for this study. Several novel intake manifold designs were created to promote distinct flow characteristics and examined extensively for overall air flow results, mixing quality, general cycle performance, impact on residual methane, and impact on NOx production. | PR457-22210-R01 Effects of Inlet Port Geometry on MCC Mixing Sensitivity Study | Lean burning large bore natural gas two-stroke engines have remained critical components of the North American natural gas pipeline ecosystem for decades and will continue to persist as vital means […] | publish | Uncategorized | open | open | pr457-22210-r01-effects-of-inlet-port-geometry-on-mcc-mixing-sensitivity-study | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr457-22210-r01-effects-of-inlet-port-geometry-on-mcc-mixing-sensitivity-study/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 09/04/2025 | 3620 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Lean-burning, large-bore two-stroke natural gas engines have long been essential elements of the North American natural gas pipeline system and will continue to play a crucial role in natural gas transportation for the foreseeable future. However, with increasing pressure to reduce emissions, improving the performance of this aging engine fleet has become more critical than ever. Pre-Combustion Chambers (PCCs) are frequently implemented on these engines to improve ignition stability, extend the lean limit of operation, and significantly reduce harmful emissions such as nitrogen oxides (NOx) and hydrocarbons (HC). While PCCs help reduce the carbon footprint of pipeline compressor stations, ongoing research into the pathway toward reduced emissions re-mains essential, as many avenues are still to be explored. This study aims to further research into novel subsonic converging and supersonic converging-diverging PCC nozzle designs that could potentially reduce methane emissions. A computational fluid dynamics (CFD) model of Texas A&M's Cooper Ajax E-565 large-bore natural gas lean burn two-stroke was utilized in a prechambered configuration for the study. Several converging nozzles of decreasing size and converging-diverging nozzles of various throat diameter, area expansion ratio, and shape were explored to produce PCC jets of different shape, spread, and level of penetration into the main combustion chamber (MCC). The resultant jet effects were then heavily analyzed for impacts to general cycle performance, such as main chamber pressure, temperature, NOx emissions, and methane emissions. | PR457-23203-R01 Investigation of Supersonic Prechamber Jets | Lean-burning, large-bore two-stroke natural gas engines have long been essential elements of the North American natural gas pipeline system and will continue to play a crucial role in natural gas […] | publish | Uncategorized | open | open | pr457-23203-r01-investigation-of-supersonic-prechamber-jets | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr457-23203-r01-investigation-of-supersonic-prechamber-jets/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 26/02/2025 | 3621 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Large-bore natural gas two-stroke engines with lean-burn technology have been integral to the North American pipeline network for many years and will remain crucial for future gas transportation. As research focuses on achieving lower lean ignition limits, pre-combustion chambers have gained attention as a promising method to enhance combustion stability and engine reliability. However, retrofitting existing platforms with pre-combustion chambers may not always be financially viable, which calls for further exploration of alternative technologies that could reduce methane emissions from two-stroke open-chamber (OC) engines. Hydrogen dithering in natural gas has demonstrated potential for methane emissions reduction, yet significant gaps in understanding persist, particularly in terms of its impact on other pollutants like nitrogen oxides (NOx). This study intends to further research on evaluating various concentrations of hydrogen gas blended into a natural gas fuel stream on an OC engine platform as a pathway to reduce methane emissions. The resulting effects were then thoroughly analyzed to assess the impact on general combustion performance, including main chamber pressure, temperature, heat release rate, emissions, power levels, and rate of pressure rise. | PR457-242002-R01 Hydrogen and Natural Gas Mixtures in 2 Stroke Engines for Methane Reductions | Large-bore natural gas two-stroke engines with lean-burn technology have been integral to the North American pipeline network for many years and will remain crucial for future gas transportation. As research […] | publish | Uncategorized | open | open | pr457-242002-r01-hydrogen-and-natural-gas-mixtures-in-2-stroke-engines-for-methane-reductions | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr457-242002-r01-hydrogen-and-natural-gas-mixtures-in-2-stroke-engines-for-methane-reductions/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 17/03/2026 | 3622 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Wellbore plugs are critical subsurface barriers used to isolate permeable formations, prevent fluid and gas migration, and ensure long-term well integrity during temporary suspension and permanent abandonment. Plugging performance has increasingly been challenged by cyclic pressure-temperature loading, complex well architectures, and evolving regulatory expectations, particularly in underground natural gas storage and hydrocarbon storage wells, where repeated injection-withdrawal cycles impose sustained mechanical and hydraulic demands on barrier systems. At present, guidance on plugging materials, design principles, verification methods, and regulatory requirements remains fragmented across standards, jurisdictions, and technical literature, making it difficult for practitioners to consistently design, evaluate, and justify reliable barrier systems. This document provides an integrated review of wellbore plugging systems, synthesizing regulatory frameworks, industry practices, material technologies, and governing mechanical and hydraulic principles. It surveys temporary and permanent plugging applications, reviews cementitious and non-cementitious materials, examines key design parameters influencing sealability and durability, and summarizes integrity testing and verification techniques. Emerging materials and innovative plugging approaches are discussed alongside established cement systems, and persistent knowledge gaps are identified with respect to cyclic loading, interface mechanics, and long-term performance assessment. The review is structured to connect regulatory requirements with engineering design logic and material behavior, providing a coherent framework for understanding plug performance across operational contexts The target audience includes petroleum engineers, well integrity specialists, regulators, and researchers involved in well design, operation, suspension, and abandonment. Practicing engineers can use this document to inform plug selection, design justification, and integrity verification strategies under site-specific conditions. Regulators and policymakers may use it as a reference to compare regulatory approaches and assess performance-based criteria. Researchers can leverage the identified gaps and mechanistic discussions to guide future experimental and modeling studies aimed at improving the reliability of wellbore barrier systems. | PR457-257002-R01 Integrated Review for Wellbore Plugging Systems | Wellbore plugs are critical subsurface barriers used to isolate permeable formations, prevent fluid and gas migration, and ensure long-term well integrity during temporary suspension and permanent abandonment. Plugging performance has […] | publish | Uncategorized | open | open | pr457-257002-r01-integrated-review-for-wellbore-plugging-systems | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr457-257002-r01-integrated-review-for-wellbore-plugging-systems/ | 0 | 0 | raw | default | 300 | Underground Storage | |||||||
| 09/01/2015 | 3623 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This research effort was aimed at developing a state-of-the-art fracture model for pipelines with longitudinal seam weld cracks. Approximately 200 finite element simulations were performed, and the results were fit to a parametric equation. The report contains the theoretical framework of the model, a description of the finite element study, and a set of tables that contain fitting constants for the model. The benefit of this research is the creation of a significantly more accurate model to predict burst pressure of pipes with longitudinal seam weld flaws. Increased accuracy in predictions will improve the integrity of seam welded pipe. | PR-460-134506-R01 Development of a Modern Assessment Method for Longitudinal Seam Weld Cracks | This research effort was aimed at developing a state-of-the-art fracture model for pipelines with longitudinal seam weld cracks. Approximately 200 finite element simulations were performed, and the results were fit […] | publish | Uncategorized | open | open | pr-460-134506-r01-development-of-a-modern-assessment-method-for-longitudinal-seam-weld-cracks | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-460-134506-r01-development-of-a-modern-assessment-method-for-longitudinal-seam-weld-cracks/ | 0 | 0 | raw | default | 950 | Design, Materials & Construction | |||||||
| 28/09/2017 | 3624 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This research effort was aimed at developing a modern fracture model for pipelines with longitudinal seam weld cracks. An earlier report contains the theoretical framework of the new MAT-8 model, along with the results of an extensive finite element study. The current report presents a state-of-the-art review of fatigue and fracture technology, as it applies to seam-welded pipe. This review places the MAT-8 fracture model in context with pre-existing technology. The benefit of this research is the creation of a significantly more accurate model to predict burst pressure of pipes with longitudinal seam weld flaws. Increased accuracy in predictions will improve the integrity of seam welded pipe. This state-of-the-art review will help to educate pipeline integrity engineers in the field of fracture mechanics. | PR-460-134506-R02 Assessing Crack-Like Flaws in Longitudinal Seam Welds – A State of the Art Review | This research effort was aimed at developing a modern fracture model for pipelines with longitudinal seam weld cracks. An earlier report contains the theoretical framework of the new MAT-8 model, […] | publish | Uncategorized | open | open | pr-460-134506-r02-assessing-crack-like-flaws-in-longitudinal-seam-welds-a-state-of-the-art-review | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-460-134506-r02-assessing-crack-like-flaws-in-longitudinal-seam-welds-a-state-of-the-art-review/ | 0 | 0 | raw | default | 2.000 | Design, Materials & Construction | |||||||
| 07/06/2024 | 3625 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The primary objectives of project EC-02-13 "Response to Corrosion Interacting with the Longitudinal Seam in Liquid Pipelines" are to clarify what analysis methodologies are appropriate to assess corrosion intersecting a pipeline longitudinal seam weld (LSW) and to develop recommended guidelines to effectively manage these types of features. The overall project scope included execution of destructive testing of corrosion features intersecting an LSW, material property testing of LSWs produced by multiple manufacturing methods, detailed engineering analysis, and a literature review of all past relevant research. This project is funded by the Crack Management Strategic Research Priority (SRP) and is being executed in parallel with sibling projects EC-02-12 "Evaluation of Selective Seam Weld Corrosion Susceptibility," NDE-4-13 "Selective Seam Weld Corrosion Detection with In-line Inspection Technologies," IM-3-03 "Comprehensive Review and Assessment Guidelines for SSWC," IM-1-08 "Pragmatic Application of MegaRule RIN 1 - 192.712 Toughness Values," and NDE-2-15 "SSWC Identification, Sizing, and Measuring Grooving Ratio In the Ditch." | PR460-223602-R01 Response to Corrosion Intersecting the Longitudinal Seam in Liquid Pipelines | The primary objectives of project EC-02-13 “Response to Corrosion Interacting with the Longitudinal Seam in Liquid Pipelines” are to clarify what analysis methodologies are appropriate to assess corrosion intersecting a […] | publish | Uncategorized | open | open | pr460-223602-r01-response-to-corrosion-intersecting-the-longitudinal-seam-in-liquid-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr460-223602-r01-response-to-corrosion-intersecting-the-longitudinal-seam-in-liquid-pipelines/ | 0 | 0 | raw | default | 500 | Corrosion | |||||||
| 05/06/2018 | 3626 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The crude oil being transported by pipeline varies widely in density, viscosity, sulfur content, and other fluid properties. In a custody transfer, both parties are concerned with the quantity and the quality of the crude oil since this determines the monetary value of the transaction. The objective of this project is to investigate various factors that can impact accurate determination of the density, sediment and water content of crude. The findings will be critical to improve current procedures, including proper sample mixing and handling, analytical methodologies, and operation parameters, so that reliable and accurate custody transfer can be provided to all involved parties internationally. This project investigated the impact of mixing and analytical methodologies on crude density and S&W determination. Operating parameters tested included mixing time (3 or 5 minutes), mixing system (new or old) and sample size (3 or 7 liters). Density determination was conducted by a thermos-hydrometer test and a digital density meter and the results were compared. S&W content was quantified by the centrifuge method and Karl Fischer titration and the results were compared. For the centrifuge method, the impact of two centrifugal forces on S&W results was also studied. There is a related webinar. | PR-461-14602-R02 Sample Mixing and Centrifugal Forces on Density and Sediment-Water Results | The crude oil being transported by pipeline varies widely in density, viscosity, sulfur content, and other fluid properties. In a custody transfer, both parties are concerned with the quantity and […] | publish | Uncategorized | open | open | pr-461-14602-r02-sample-mixing-and-centrifugal-forces-on-density-and-sediment-water-results | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-461-14602-r02-sample-mixing-and-centrifugal-forces-on-density-and-sediment-water-results/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 17/12/2020 | 3627 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | There are two methods broadly used for sediments and water (S&W) content determination, centrifuge method, and the Karl Fischer titration. They consume a significant quantity of toxic hazardous solvents such as Toluene, o-xylene, and chloroform. These particular solvents impose great risk to the health of the frontline workers and generate large amounts of liquid waste disposal, a detrimental effect on the environment. PRCI MEAS-16-01 Project Team has identified the need to study the feasibility of solvent replacement for the current methods used for measuring the S&W contents in crude samples. The proposed project seeks to reduce the use of hazardous and toxic solvents, aid in environmental stewardship, and increase the health and safety of frontline workers while in operation. | PR-461-18601-R01 Solvent Replacement Methods for Sediment and Water Content in Crude Samples | There are two methods broadly used for sediments and water (S&W) content determination, centrifuge method, and the Karl Fischer titration. They consume a significant quantity of toxic hazardous solvents such […] | publish | Uncategorized | open | open | pr-461-18601-r01-solvent-replacement-methods-for-sediment-and-water-content-in-crude-samples | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-461-18601-r01-solvent-replacement-methods-for-sediment-and-water-content-in-crude-samples/ | 0 | 0 | raw | default | 2.500 | Measurement | |||||||
| 28/07/2025 | 3628 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Water-in-oil emulsions, known as rag layers, pose significant challenges during crude oil custody transfer operations by interfering with accurate volume measurements and composition analysis. This study investigates the formation of rag layers during sediment and water (S&W) centrifugation testing, examining the effects of crude oil types, oil properties, and centrifugation parameters. Strategies to mitigate rag layers, including the use of alternative solvents and demulsifiers, as well as a comparison of water content measurement techniques (centrifugation vs. Karl Fischer titration), were also evaluated. | PR461-21604-R01 Study of Rag Layer Formation in Different Types of Crude Oils | Water-in-oil emulsions, known as rag layers, pose significant challenges during crude oil custody transfer operations by interfering with accurate volume measurements and composition analysis. This study investigates the formation of […] | publish | Uncategorized | open | open | pr461-21604-r01-study-of-rag-layer-formation-in-different-types-of-crude-oils | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr461-21604-r01-study-of-rag-layer-formation-in-different-types-of-crude-oils/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 16/08/2017 | 3629 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this study is to investigate the potential of existing self-healing coating solutions for pipeline applications with the goal of improved pipeline reliability and a reduction in operating expenses by reducing excavations, coating repairs, pipe repairs and replacements. There has been much recent publicity regarding this technology, resulting in a need to determine usefulness and identify applicability to pipelines. This report will cover existing technologies for use in self-healing coatings, the technologies under development applicable to pipeline coatings, the companies active in this development, and the current status of developments. The report also provides a draft test program for the evaluation of pipeline self-healing materials and proposes the next steps for a future project. | PR-464-133609-R01 Review of Self-Healing Pipeline Coatings for the Prevention of External Corrosion | The objective of this study is to investigate the potential of existing self-healing coating solutions for pipeline applications with the goal of improved pipeline reliability and a reduction in operating […] | publish | Uncategorized | open | open | pr-464-133609-r01-review-of-self-healing-pipeline-coatings-for-the-prevention-of-external-corrosion | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-464-133609-r01-review-of-self-healing-pipeline-coatings-for-the-prevention-of-external-corrosion/ | 0 | 0 | raw | default | 250 | Corrosion | |||||||
| 25/04/2016 | 3630 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of paper is to study the effect of fluctuating AC interference phenomenon (AC interference time duration and level of AC interferences) on the corrosion risk of pipelines. This fluctuation typically represents the actual condition experienced by the pipeline but is not entirely captured or discussed in current guidelines or standards (e.g., the EN 15280:2013) which operates only with average values over a representative period of time. This study involves systematic laboratory investigations of fluctuating AC voltage levels (0, 6, 25, and 40 V) for various time durations and the comparison of the resulting corrosion rates. The DC ON-potential has been kept constant at four different levels (-1100, -1250, -1500, and -1750 mV CSE). The corrosion rates have been measured on weight loss coupons as well as ER probes in circular and rectangular shapes. Conditions and resulting corrosion rates for fluctuating AC conditions have been compared with conditions and corrosion rates obtained in reference experiments with constant AC. Potential mapping of the experimental setup has been made to verify the setup, which was found to be satisfactory. It also underlines the importance of a proper experimental design for laboratory scale AC corrosion investigations. | PR-466-143602-R01 The Impact of Fluctuations in AC Interference on the Corrosion Risk for Buried Pipelines | The objective of paper is to study the effect of fluctuating AC interference phenomenon (AC interference time duration and level of AC interferences) on the corrosion risk of pipelines. This […] | publish | Uncategorized | open | open | pr-466-143602-r01-the-impact-of-fluctuations-in-ac-interference-on-the-corrosion-risk-for-buried-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-466-143602-r01-the-impact-of-fluctuations-in-ac-interference-on-the-corrosion-risk-for-buried-pipelines/ | 0 | 0 | raw | default | 250 | Corrosion | |||||||
| 19/04/2021 | 3631 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A Cathodic Protection (CP) coupon is a useful tool to evaluate the CP level of a buried structure; however, some issues have remained unresolved to date, such as CP coupon edge effects, coating effects, coupon orientations, base plate lateral width effects, etc. The aim of this project was to study eight specific CP coupon related issues using numerical modeling, lab testing and large-scale field-testing methods to develop a practical guideline for CP coupon selection and field application. Through this research, the roles played by soil resistivity and the main CP coupon design parameters affecting CP coupon performance have been established. Moreover, new CP coupon phenomena were also identified which may deepen our understanding of CP coupons. | PR469-173604-R01 Guidelines on the Selection and Application of Cathodic Protection Coupons | A Cathodic Protection (CP) coupon is a useful tool to evaluate the CP level of a buried structure; however, some issues have remained unresolved to date, such as CP coupon […] | publish | Uncategorized | open | open | pr469-173604-r01-guidelines-on-the-selection-and-application-of-cathodic-protection-coupons | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr469-173604-r01-guidelines-on-the-selection-and-application-of-cathodic-protection-coupons/ | 0 | 0 | raw | default | 5.000 | Corrosion | |||||||
| 02/07/2019 | 3632 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pinhole leaks have been reported as a significant cause of oil & gas pipeline failures in recent years. From 2010 to 2015, at least 131 significant incidents involving oil and gas pipelines in the United States (101 and 30, respectively) were attributed to pinhole leaks. The 9th European Gas Pipeline Incident Data Group Report states that as of 2013, the five-year moving average failure frequency for pinholes was equal to an approximate annual rate of 0.105 failures per 1,000 kilometers of pipeline(1). Pinholes may result from normal pipeline corrosion during routine operations, such as microbiologically induced corrosion, or can be created by third-party activities, such as illegal tapping. These small leaks have become a major risk for many pipeline companies. Pinhole leaks are more likely to lead to serious consequences than larger leaks because they are difficult to discover through normal monitoring and patrolling. An undetected pinhole leak can lead to significant soil and groundwater pollution over time. The research objective of this project was to investigate the applicability of magnetic flux leakage (MFL) to the inspection of oil and gas pipelines for pinhole defects. The MFL signal may be affected by pinhole diameter, depth, position, and so on. MFL inline inspection (ILI) technologies from five vendors were tested in blind scenarios involving pipeline with manufactured defects. Multiple pull through tests, field dig verification, and sampling were conducted to assess the effectiveness of MFL-ILI in pinhole detection. An optimal practice was developed by comparing the gap between MFL tracks, sampling frequency, intensity of magnetic field, etc. This report also outlines tests conducted to investigate the feasibility of using hydrostatic testing to detect pinholes. | PR-469-173823-R01 In Line Inspection and Evaluation of Pinholes in Oil and Gas Pipelines | Pinhole leaks have been reported as a significant cause of oil & gas pipeline failures in recent years. From 2010 to 2015, at least 131 significant incidents involving oil and […] | publish | Uncategorized | open | open | pr-469-173823-r01-in-line-inspection-and-evaluation-of-pinholes-in-oil-and-gas-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-469-173823-r01-in-line-inspection-and-evaluation-of-pinholes-in-oil-and-gas-pipelines/ | 0 | 0 | raw | default | 1.500 | Integrity & Inspection | |||||||
| 23/10/2020 | 3633 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
The objectives of this research are to figure out how solid state decouplers (SSDs) influence the surveys related to pipeline cathodic protection (CP) and provide corresponding field guidelines on how to mitigate the adverse effects of SSDs. Firstly, by combining the classical capacitor discharge theory and the equivalent circuit of the CP system, a four-stage physical model is built to explain how SSDs' discharge current pulse influences the CP related readings. From the physical model, we can obtain the following conclusions: (1) The driving force behind the discharging of an SSD's capacitor, after CP currents are cut off, is the voltage drop in the pipeline; (2)There are two contributors to the CP instant-off potential spikes: self-induced pipeline current and SSD discharge current; (3) The time constant (Ï„=RC) of an SSD installation determines how fast the SSD finishes its discharging process; (4) The adverse effects of SSDs can be mitigated by making the SSD discharge time constant Ï„ small enough (3Ï„ Before performing numerical modeling, some commonly used SSDs are tested for their capacitances in the lab according to the classical capacitor impedance theory. The test results show that the typical SSD capacitance is between 0.15 F and 0.36 F. The target pipeline for numerical modeling is a 50 km pipeline with different levels of coating quality, SSD grounding resistance, and SSD capacitance. An equivalent circuit model with ten parallel branches is built accordingly, and solved by an open-source electrical circuit software module. The numerical modeling results firmly support the primary conclusions drawn from the four-stage physical model. Moreover, the parallel analog circuit tests in the lab further prove the rationality of the four-stage model. Finally, comprehensive field tests are performed to study how SSDs influence the CP install-off potential survey, close interval potential survey, direct current voltage gradient, and alternating current voltage gradient. Practical field guidelines on how to mitigate SSDs' influence are proposed. |
PR469-183600-R01 The Influence of Solid State Decouplers on Pipeline CP Surveys | The objectives of this research are to figure out how solid state decouplers (SSDs) influence the surveys related to pipeline cathodic protection (CP) and provide corresponding field guidelines on how […] | publish | Uncategorized | open | open | pr469-183600-r01-the-influence-of-solid-state-decouplers-on-pipeline-cp-surveys | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr469-183600-r01-the-influence-of-solid-state-decouplers-on-pipeline-cp-surveys/ | 0 | 0 | raw | default | 1.000 | Corrosion | |||||||
| 06/07/2016 | 3594 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This work develops a comprehensive guidance for the pipeline industry on the use of hydrostatic testing as an integrity management tool with carbon steel mainline piping as the focus of this work. Selected hydrostatic testing principles considered herein may also be applicable to other forms of transmission and facility piping. At the time of this guideline development, several parallel pipeline industry initiatives with focus on hydrostatic testing have been recently completed, or are currently on-going. Such initiatives include work performed by the Pipeline and Hazardous Materials Safety Administration (PHMSA), the American Petroleum Institute (API), the Association of Oil Pipe Lines (AOPL), and the Interstate Natural Gas Association of America (INGAA). While this completed or on-going work is of considerable value to the pipeline industry, lacking within these industry initiatives is a focus on the specific application of hydrostatic testing as a pipeline assessment tool to support integrity management plan (IMP) requirements and objectives. The scope of this work is the development of a document which will provide the necessary guid-ance to pipeline operators on the appropriate use of hydrostatic testing within the integrity and risk management process. Consideration is given to the essentials of known or assumed pipe material properties, threat type and defect populations, operating and failure history, potential risks, unintended or detrimental effects and the importance of a clear understanding of objectives, as key elements within a hydrostatic test program design process. This document does not attempt to provide practical guidance for the on-site implementation of a hydrostatic testing program. The focus of this study has instead been on hydrostatic test program decision processes and development; the selection of hydrostatic testing as an appropriate pipe-line assessment tool, the subsequent technical design of a hydrostatic test program and the necessary considerations in order to achieve IMP requirements and objectives. This report has a related webinar. | PR-430-153706-R01 Hydrostatic Test Guidelines for Integrity Management | This work develops a comprehensive guidance for the pipeline industry on the use of hydrostatic testing as an integrity management tool with carbon steel mainline piping as the focus of […] | publish | Uncategorized | open | open | pr-430-153706-r01-hydrostatic-test-guidelines-for-integrity-management | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-430-153706-r01-hydrostatic-test-guidelines-for-integrity-management/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 20/08/2019 | 3595 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline operators apply inspection methods and technologies for the purposes of assessing, or providing confidence in, the operational integrity of pipeline systems. In-line inspection (ILI), hydrostatic testing, and Direct Assessment (DA) methods are well-established and heavily relied upon by the industry; however, as additional technologies and methods continue to be developed and advanced, a structured process is needed for guidance in application of other methods. This document was developed for use by pipeline operators and service companies as a technology independent framework in the planning and execution of pipeline integrity assessments. This guidance presents requirements for any inspection process including qualification, validation, and development of a performance specification. It should be noted that these elements are required in application of any inspection method; in this regard, any established inspection method could be applied using the principles in this guideline. This guideline was thus created with many similar components as established standards and procedures for inspections such as API 1163 In-Line Inspection Systems Qualification and NACE SP-0502-2010 Pipeline External Corrosion Direct Assessment Methodology. This work was accomplished through collaboration with PRCI pipeline operating members to learn the steps each use to justify equivalent understanding of line pipe for other technologies. The criteria used to justify the established pipeline integrity technologies in their development (e.g. ILI, DA, RSTRENG) were also reviewed. This project reports the instances in the public record of pipeline operator notifications to PHMSA for application of other technologies and the criteria, both current and past, used to justify equivalent understanding. There is a related webinar. | PR-430-173869-R01 Guideline for Integrity Assessment of Difficult to Inspect Pipelines | Pipeline operators apply inspection methods and technologies for the purposes of assessing, or providing confidence in, the operational integrity of pipeline systems. In-line inspection (ILI), hydrostatic testing, and Direct Assessment […] | publish | Uncategorized | open | open | pr-430-173869-r01-guideline-for-integrity-assessment-of-difficult-to-inspect-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-430-173869-r01-guideline-for-integrity-assessment-of-difficult-to-inspect-pipelines/ | 0 | 0 | raw | default | 500 | Integrity & Inspection | |||||||
| 16/05/2014 | 3596 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The purpose of this project was to determine the suitability of low cost environmental air quality sensors, for detection of pipeline gas quality. In particular, this project examined options for detection and quantification of hydrogen sulfide (H2S), water (H2O), and oxygen (O2). All of the sensors used were based on Synkeras existing anodic aluminum oxide (AAO) platform and detection chemistry. The key challenge of this effort was laboratory based demonstration of the feasibility of detecting these three components in natural gas at pressures exceeding 1 atmosphere | PR-443-13605-R01 Sensors for Gas Quality Monitoring | The purpose of this project was to determine the suitability of low cost environmental air quality sensors, for detection of pipeline gas quality. In particular, this project examined options for […] | publish | Uncategorized | open | open | pr-443-13605-r01-sensors-for-gas-quality-monitoring | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-443-13605-r01-sensors-for-gas-quality-monitoring/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 12/08/2015 | 3597 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Maintaining coating integrity is critical to the overall integrity of the pipeline. The objective of this research effort is to re-evaluate the various methods of assessing coating quality of pipelines installed using horizontal directional drilling (HDD), to recommend the most reliable and cost effective state-of-the-art methods, and to develop a set of acceptable pass/fail criteria, in concert with HDD contractors, that could be embedded into standards or specifications. | PR-444-133602-R01 Assessing the Integrity of Coating Systems on Pipelines in Trenchless Crossings | Maintaining coating integrity is critical to the overall integrity of the pipeline. The objective of this research effort is to re-evaluate the various methods of assessing coating quality of pipelines […] | publish | Uncategorized | open | open | pr-444-133602-r01-assessing-the-integrity-of-coating-systems-on-pipelines-in-trenchless-crossings | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-444-133602-r01-assessing-the-integrity-of-coating-systems-on-pipelines-in-trenchless-crossings/ | 0 | 0 | raw | default | 200 | Corrosion | |||||||
| 25/08/2018 | 3598 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Reviews the current installation and monitoring practices used in the pipeline industry for minimizing coating damage and for determining the effectiveness of cathodic protection at HDD crossings. A research plan was developed that included six tasks to address the project objectives. In general, it was intended to coordinate field testing at an actual HDD crossing site, by using the local deep and shallow groundbeds and installing multiple coupons at various depths. | PR-444-143603-R01 Monitoring Cathodic Protection Effectiveness at Trenchless Crossings | Reviews the current installation and monitoring practices used in the pipeline industry for minimizing coating damage and for determining the effectiveness of cathodic protection at HDD crossings. A research plan […] | publish | Uncategorized | open | open | pr-444-143603-r01-monitoring-cathodic-protection-effectiveness-at-trenchless-crossings | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-444-143603-r01-monitoring-cathodic-protection-effectiveness-at-trenchless-crossings/ | 0 | 0 | raw | default | 550 | Corrosion | |||||||
| 27/05/2025 | 3599 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report details the laboratory testing program conducted to assess the operating range of the spot-weldable vibrating wire (VW) strain gauges with a specific focus on most commonly used strain gauges for pipeline monitoring. These strain gauges are commonly used by the pipeline operators for long-term monitoring of a change in the pipe strain due to geohazard activities. The primary goal of the laboratory testing program was to assess the response of these strain gauges within the operating range and their behavior as they approach or exceed the manufacturer-specified operating range. This study aims to provide pipeline operators with a framework for evaluating the strain gauge data and to differentiate between the measured strain changes due to geohazards or the measured strain changes due to other environmental factors, instrument malfunctioning, or erroneous readings which may not be related to geohazards. This report evaluated various strain gauges with total operating ranges from 2,500 to 10,000 microstrain. In this report, principles of operation for vibrating wire strain gauges, examples of responses from vibrating wire strain gauges installed on the pipeline, materials and methods used for the laboratory testing program of bending plate tests, results of the laboratory test and strain gauges responses during these tests, and summary of findings are discussed. | PR445-233902-R01 Operating Range of Vibrating Wire Strain Gauge for Pipeline Monitoring | This report details the laboratory testing program conducted to assess the operating range of the spot-weldable vibrating wire (VW) strain gauges with a specific focus on most commonly used strain […] | publish | Uncategorized | open | open | pr445-233902-r01-operating-range-of-vibrating-wire-strain-gauge-for-pipeline-monitoring | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr445-233902-r01-operating-range-of-vibrating-wire-strain-gauge-for-pipeline-monitoring/ | 0 | 0 | raw | default | 250 | Surveillance, Operations & Monitoring | |||||||
| 20/09/2025 | 3600 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report is the final report for the desktop assessment of technologies that may be suitable for use in scour monitoring for pipelines water crossings. The results of this project are intended to be used to assist the Pipeline Operators in selecting and implementing technologies and approaches for scour monitoring that can be field evaluated for use in pipeline applications. This project was completed to identify scour monitoring technologies that have sufficient readiness for field validation and deployment to improve the understanding and management of hydrotechnical hazards and their potential effects on pipelines, with the overall goal of improved pipeline integrity management. To that end, this project has accomplished the following: 1) identify current scour monitoring technologies or approaches that are ready or near ready for field validation and deployment at pipeline river crossings; 2) identify gaps in current scour monitoring technologies available to the pipeline industry; 3) provide recommendations for technologies that may be ready for deployment in the near future or that could be repurposed from other industries to serve as scour monitoring technologies for pipelines; 4) set performance metrics to evaluate the performance of the potentially viable technologies; and 5) define the requirements for field testing and to develop a list of field-testing sites and requirements to conduct the field testing. | PR445-243900-R01 Desktop Review and Gap Analysis of Remote and Continuous Scour Monitoring Technologies | This report is the final report for the desktop assessment of technologies that may be suitable for use in scour monitoring for pipelines water crossings. The results of this project […] | publish | Uncategorized | open | open | pr445-243900-r01-desktop-review-and-gap-analysis-of-remote-and-continuous-scour-monitoring-technologies | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr445-243900-r01-desktop-review-and-gap-analysis-of-remote-and-continuous-scour-monitoring-technologies/ | 0 | 0 | raw | default | 500 | Corrosion | |||||||
| 03/04/2020 | 3601 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document is the Final report of the Milestone 4 of the SPDA-1-3 Industry High Value Objectives project. It presents validation of the CFD models prepared for simulation of wave and current forces on subsea pipelines as well as a summary of the CFD results on singular pipelines. Although the original scope was considering simulation of small diameters pipes only, through CFD research, it was found necessary and useful to extend the scope to include larger pipes. The results of CFD simulations will be integrated with the software in the next phases of the project. | PR-453-134504-R04 CFD Simulation of Hydrodynamic Forces on Submarine Pipelines | This document is the Final report of the Milestone 4 of the SPDA-1-3 Industry High Value Objectives project. It presents validation of the CFD models prepared for simulation of wave […] | publish | Uncategorized | open | open | pr-453-134504-r04-cfd-simulation-of-hydrodynamic-forces-on-submarine-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-453-134504-r04-cfd-simulation-of-hydrodynamic-forces-on-submarine-pipelines/ | 0 | 0 | raw | default | 13.500 | Subsea | |||||||
| 19/03/2018 | 3602 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Revised Pipeline On-bottom Stability computer program suite. Updated Pipeline On-bottom Stability user guideline. Brief report on indicating possible objectives for further revisions to the analysis tools and user guideline. This report includes reconsideration of the objectives and issues excluded from this program as well as the results of Objective 8 regarding flows at a very low angle of incidence to the alignment of the pipeline. | PR-453-134505-R05 Industry High Value Objectives Pipeline On-Bottom Stability Software Upgrade | Revised Pipeline On-bottom Stability computer program suite. Updated Pipeline On-bottom Stability user guideline. Brief report on indicating possible objectives for further revisions to the analysis tools and user guideline. This […] | publish | Uncategorized | open | open | pr-453-134505-r05-industry-high-value-objectives-pipeline-on-bottom-stability-software-upgrade | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-453-134505-r05-industry-high-value-objectives-pipeline-on-bottom-stability-software-upgrade/ | 0 | 0 | raw | default | 13.500 | Subsea | |||||||
| 13/05/2022 | 3603 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report examines a novel methodology for approximate prediction of the on-bottom kinematics in shallow waters and shore approach regions. The method involves simulation of generic shallow water scenarios in the Danish Hydraulic Institute MIKE software by assuming a range of seabed slopes and sea states. The simulation results are compiled in a database and a machine learning model is fitted for fast extraction of the desired surface or bottom data. The outcome of this scope of work is very useful when a pipeline stability assessment is required in shallow water areas, where no site-specific met-ocean engineering data is available. In the future, this database could be expanded to cover more ranges of input data and be implemented in the PRCI On-Bottom Stability software. | PR453-205101-R01 Prediction of On-bottom Wave Kinematics in Shallow Water | This report examines a novel methodology for approximate prediction of the on-bottom kinematics in shallow waters and shore approach regions. The method involves simulation of generic shallow water scenarios in […] | publish | Uncategorized | open | open | pr453-205101-r01-prediction-of-on-bottom-wave-kinematics-in-shallow-water | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr453-205101-r01-prediction-of-on-bottom-wave-kinematics-in-shallow-water/ | 0 | 0 | raw | default | 500 | Subsea | |||||||
| 25/04/2023 | 3604 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report presents a number of newly added features to the OBS software relevant to the dynamic simulation of pipelines. The additions include a function to extract on-bottom wave induced velocities and hydrodynamic forces on a given length of pipeline with arbitrary distribution of the nodes; a new dynamic simulation module to perform dynamic simulations for a single pipe node; two new soil models including the Verley and Sotberg for sand as well as a custom soil model as per the approach recommended in DNV-RP-F114. The added soil models are implemented in the dynamic solver, which provide full dynamic simulation of pipelines in two dimensions. | PR-453-205101-R02 On-Bottom Dynamic Simulation | This report presents a number of newly added features to the OBS software relevant to the dynamic simulation of pipelines. The additions include a function to extract on-bottom wave induced […] | publish | Uncategorized | open | open | pr-453-205101-r02-on-bottom-dynamic-simulation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-453-205101-r02-on-bottom-dynamic-simulation/ | 0 | 0 | raw | default | 500 | Subsea | |||||||
| 29/06/2015 | 3605 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Literature is reviewed for the impacts of variable natural gas composition on two-stroke lean burn pipeline compressor engines. Information gathered for these engines can be simplified for development of control algorithms in four-stroke and richer burning engines. Data shows that geospatial, geological, and transient hydraulic effects cause composition variations that adversely affect engine emissions, efficiency, rated performance, and operational safety considering auto-ignition effects. In order to compensate for these changes in composition, better engine control schemes can help meet desired performance goals. For specific gas compositions combusting at a fixed air-fuel ratio, the laminar flame speed, adiabatic flame temperature, and ignition delay relate to and allow the prediction of the mixture’s reactivity, thermal availability, and auto-ignition tendency. Predicting changes in these combustion parameters, as caused by changes in fuel composition, is essential to the success of control development for variable composition engine operation. In addition to addressing the associated combustion effects resulting from variable fuel composition, an overview of sensor technologies is presented for use in control applications. | PR-457-14201-R01 Variable Natural Gas – Composition Effects and Control Methods for Two-Stroke Engines | Literature is reviewed for the impacts of variable natural gas composition on two-stroke lean burn pipeline compressor engines. Information gathered for these engines can be simplified for development of control […] | publish | Uncategorized | open | open | pr-457-14201-r01-variable-natural-gas-composition-effects-and-control-methods-for-two-stroke-engines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-457-14201-r01-variable-natural-gas-composition-effects-and-control-methods-for-two-stroke-engines/ | 0 | 0 | raw | default | 250 | Compressor & Pump Station | |||||||
| 18/08/2017 | 3606 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Phase II of the project has focused on improving the initial analysis performed in the first phase by enhancing the various aspects of predictive combustion for lean burn spark ignition natural gas engines under variable composition fueling. These enhancements have incorporated validation data from a Cooper-Bessemer GMVH-10C3 engine located in New Jersey, which improves upon the lack of field data to bound the scope of composition variation. In simulation related endeavors, effort was made to improve the fundamental combustion physics related parameters, namely laminar flame speed, by developing a code base for distributed computing of the chemical kinetics solver, Cantera, and was key to improving upon the chemistry modeling used in the previous phase. Methods to improve numerical convergence were employed to reduce the time to solve large mechanisms, such as the Saudi Aramco Mechanism (v1.3). Modeling of pre-chamber combustion from first principles, common input experimental heat release analysis and simulated heat release generation were additional components of improving model matching with pre-chambered engines. In its current state, manual optimization is required to tune the heat release curves based on guesses about the initial charge mass state, scavenging efficiency, fuel delivery and thereby the trapped equivalence ratio. | PR-457-14201-R03 Variable NG Composition Effects in LB 2S Compressor Engines – Prediction Enhancement | Phase II of the project has focused on improving the initial analysis performed in the first phase by enhancing the various aspects of predictive combustion for lean burn spark ignition […] | publish | Uncategorized | open | open | pr-457-14201-r03-variable-ng-composition-effects-in-lb-2s-compressor-engines-prediction-enhancement | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-457-14201-r03-variable-ng-composition-effects-in-lb-2s-compressor-engines-prediction-enhancement/ | 0 | 0 | raw | default | 250 | Compressor & Pump Station | |||||||
| 30/09/2018 | 3607 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The overall goal of this project is to improve upon existing engine control strategies of large bore, fuel-lean natural gas engines in order to increase efficiency and maintain emissions compliance during variable fuel composition events. This will be done by simulating the effects of variable fuels in a natural gas engine, and if necessary, develop engine control methods. Phase III builds upon the work of previous phases by implementing detailed cylinder-level geometry, increasing the number of alkane species in the laminar flame speed and ignition delay solutions, and incorporating a prechamber model into the full-scale engine simulation of a Cooper-Bessemer GMWH-10C. The piston motion and port profiles were calculated from known engine geometry as a way to simulate cylinder compression and expansion as well as cylinder scavenging. The species considered were increased from binary mixtures of methane and ethane to quinary mixtures of methane, ethane, propane, butane, and pentane in order to capture the effects of heavier hydrocarbons. The laminar flame speed and ignition delay equations were developed using the same method utilized in the previous phase, but the laminar flame speed was implemented differently. Two predictive combustion simulations were developed in GT-Power. The first simplifies the combustion chambers into just one open chamber. The second includes the actual cylinder volumes: two small prechambers attached to the main chambers. Both of these models were tuned and validated against experimental data. | PR-457-14201-R04 Variable NG Composition Effects on LB 2SC Integral Engines | The overall goal of this project is to improve upon existing engine control strategies of large bore, fuel-lean natural gas engines in order to increase efficiency and maintain emissions compliance […] | publish | Uncategorized | open | open | pr-457-14201-r04-variable-ng-composition-effects-on-lb-2sc-integral-engines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-457-14201-r04-variable-ng-composition-effects-on-lb-2sc-integral-engines/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 10/04/2018 | 3608 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | At natural gas pipeline compressor stations, methane emissions from compressor and engine crankcases are often vented directly into the atmosphere. There may be advantages to capturing these emissions and using them to offset fuel usage and / or decrease the overall carbon footprint of such a typical compressor station. This study evaluates the feasibility of directing such captured emissions into the intake of the compressor engine and subsequently combusting the methane emissions into carbon dioxide and water. Although seemingly an obvious or trivial solution, there are in fact several challenges and issues that must be considered to evaluate if such a scheme is a reasonable course of action for compressor station methane emissions reduction. The study relies on both extensive literature review and model-based engine simulations to determine the feasibility of rebreathing crankcase gases in pursuit of reducing compressor station methane emissions. The conclusions of the study are limited to the crankcase vent rebreathing into the air intake of large bore, natural gas, 2-stroke engines. The model-based engine simulations require detailed physical geometry of the subject engines as well as knowledge of basic engine operating parameters (e.g., fuel flow, air flow, and fuel composition). The simulation is based on the experimental facility located at Colorado State University, which is a 4-cylinder Cooper-Bessemer GMV-4. One of the important parameters needing to be known is the gas composition of both compressor and engine crankcases. It is extremely difficult to determine the composition of the engine crankcase gases, since the composition depends on a large variety of parameters. For this study, the gases from the compressor crankcase are modeled as methane (i.e., pipeline gas), and the gases from the engine crankcase are modeled as products of combustion with two different levels methane concentration (1500 ppm and 3000 ppm). A sensitivity analysis is performed, and the observed pressure traces from the model-based engine simulation show that the engine performance is not affected by the addition of rebreathed gases. This insensitivity mainly results from the very small rebreathed flow rates compared to the air intake, and the adjustments made on engine parameters, boost pressure and fuel injection rate, to keep trapped equivalence ratio (TER) and the energy delivery rate the same. | PR-457-16200-R01 Control of Vented Methane Emissions from Integral Compressor Engines | At natural gas pipeline compressor stations, methane emissions from compressor and engine crankcases are often vented directly into the atmosphere. There may be advantages to capturing these emissions and using […] | publish | Uncategorized | open | open | pr-457-16200-r01-control-of-vented-methane-emissions-from-integral-compressor-engines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-457-16200-r01-control-of-vented-methane-emissions-from-integral-compressor-engines/ | 0 | 0 | raw | default | 250 | Compressor & Pump Station | |||||||
| 05/09/2018 | 3609 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Developing a reliable means of predicting and controlling engine operation at various operating conditions may be a reasonable pathway for meeting increasingly stringent engine emission regulations. In order to do so, estimates of the mixture composition at the end of the gas exchange process (i.e. at exhaust port closure, or EPC) are helpful for having accurate models of engine combustion. A substantial fraction of the trapped charge mixture is composed of residual gases from previous cycles. This fraction, the trapped residual fraction, changes combustion characteristics of the trapped mixture. Residual gases dilute the fresh charge, thus decreasing the flame speed and temperature. Moreover, because of their spatial inhomogeneity, especially around the spark plug, these gases seem to have implications for engine stability. All these factors likely affect engine performance and emissions. Unfortunately, it is not practical to directly measure the trapped residual fraction for engines operating in the field. To overcome this, computational models can be developed for control applications which estimate this fraction based on some measurable engine parameters e.g. manifold pressures, temperatures, etc. Currently, such models aren't readily available for stationary two-stroke natural-gas engines. This report summarizes the results of phase I of a multi-phase project. In this phase a GT-Power based model was developed for an Ajax E-565 single-cylinder engine to study various factors that influence the removal, or lack thereof, of residual gases from the engine cylinder. The model was used to successfully simulate various engine operating conditions and study the scavenging characteristics of the engine. Various steps followed in the development of the model have been discussed in the report, and at the end some preliminary results and recommendations for the next phase of the project have been presented. | PR-457-17201-R01 Residual Gas Fraction Estimation Based on Measured In-Cylinder Pressure | Developing a reliable means of predicting and controlling engine operation at various operating conditions may be a reasonable pathway for meeting increasingly stringent engine emission regulations. In order to do […] | publish | Uncategorized | open | open | pr-457-17201-r01-residual-gas-fraction-estimation-based-on-measured-in-cylinder-pressure | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-457-17201-r01-residual-gas-fraction-estimation-based-on-measured-in-cylinder-pressure/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 18/02/2019 | 3610 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Gas exchange processes in two-stroke internal combustion engines, commonly referred to as scavenging, are responsible for removing the exhaust gases in the combustion chamber and preparing the combustible fuel-oxidizer mixture that undergoes combustion and converts the chemical energy of the fuel into mechanical work. Scavenging is a complicated phenomenon because of the simultaneous introduction of fresh gases into the engine cylinder through the intake ports, and the expulsion of combustion products from the previous cycles through the exhaust ports. A non-negligible fraction of the gaseous mixture that is trapped in the cylinder at the conclusion of scavenging is composed of residual gases from the previous cycle. This can cause significant changes to the combustion characteristics of the mixture by changing its composition and temperature, i.e. its thermodynamic state. Thus, it is vital to have accurate knowledge of the thermodynamic state of the post-scavenging mixture to be able to reliably predict and control engine performance, efficiency and emissions. Two tools for estimating the trapped mixture state - a simple scavenging model and empirical correlations - were developed in this study. Unfortunately, it is not practical to directly measure the trapped residual fraction for engines operating in the field. To overcome this handicap, simple scavenging models or correlations, which estimate this fraction based on some economically measurable engine parameters, can be developed. This report summarizes the results of event-II of a multi-event project that aims to develop such mathematical formulations for stationary two-stroke natural gas engines using data from more advanced models and experimentation. In this event, results from a GT-Power based model for an Ajax E-565 single-cylinder engine are used to develop a three-event single zone scavenging model and empirical correlations. Both of these mathematical devices produce accurate estimates of the trapped mixture state. The estimates are compared to GT-Power results. In the next event of the project, these results will be validated using experimental data. Various steps followed in the development of the model have been discussed in this report, and at the end some results and recommendations for the next event of the project have been presented. | PR-457-17201-R02 Residual Gas Fraction Estimation Based on Measured Engine Parameters | Gas exchange processes in two-stroke internal combustion engines, commonly referred to as scavenging, are responsible for removing the exhaust gases in the combustion chamber and preparing the combustible fuel-oxidizer mixture […] | publish | Uncategorized | open | open | pr-457-17201-r02-residual-gas-fraction-estimation-based-on-measured-engine-parameters | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-457-17201-r02-residual-gas-fraction-estimation-based-on-measured-engine-parameters/ | 0 | 0 | raw | default | 250 | Compressor & Pump Station | |||||||
| 04/01/2021 | 3611 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | An experimental study was carried out to characterize the scavenging behavior of a cross-scavenged, piston-aspirated, two-stroke, natural gas engine to aid in the development of computationally inexpensive simple scavenging models for onboard engine control by (1) studying the effects of changing operational parameters on the engine's scavenging performance, and (2) identifying the underlying phenomena driving the observed effects. Tracer based methods were used to quantify the scavenging and trapping performance of the engine - CO2 was used as a tracer for combustion products and pre-mixed fuel was used as a fresh charge tracer. CO2 concentration was measured on a crank angle resolved basis both in the engine cylinder and exhaust using portable NDIR sensors, while unburned fuel concentration was measured in the exhaust using the FID module of a standard five gas analyzer. It was found that scavenging took place in three stages, an initial perfect displacement type stage, followed by a short-circuiting, and a perfect mixing type stage. Engine speed and load changes were found to have the strongest effects on the trapping and scavenging performance of the engine; spark timing effects were less significant. Changes in measured scavenging and trapping efficiencies at different operating points resulted from a combination of influences, namely (1) reduced time for gas exchange at high speeds, (2) higher expansion and scavenging pressures at high loads and retarded spark timings, and (3) phasing of the reflected 'scavenging' and 'plugging' pulses in the exhaust pipe relative to BDC and EPC, respectively. Increasing engine load made the engine scavenge significantly better and increasing engine speed resulted in a larger fraction of the delivered air being trapped. The combined effect of these scavenging changes and changes in the engine's fuel conversion efficiency resulted in the engine running leaner at high speeds (more air delivered and higher trapping efficiency) and at low loads (higher trapped residuals). The results were then used to gauge the performance of the simple scavenging model (the hybrid model) developed in phase II of the project. While encouraging results were obtained at high speed, the trapped air mass was overestimated at medium speed; suggesting the need for adding a low scavenging efficiency sub-model. Recommendations have been made about adding a short-circuiting zone to address this limitation of the model. | PR-457-17201-R03 Residual Gas Fraction Estimation Based on Measured In-Cylinder Pressure – Phase III | An experimental study was carried out to characterize the scavenging behavior of a cross-scavenged, piston-aspirated, two-stroke, natural gas engine to aid in the development of computationally inexpensive simple scavenging models […] | publish | Uncategorized | open | open | pr-457-17201-r03-residual-gas-fraction-estimation-based-on-measured-in-cylinder-pressure-phase-iii | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-457-17201-r03-residual-gas-fraction-estimation-based-on-measured-in-cylinder-pressure-phase-iii/ | 0 | 0 | raw | default | 550 | Compressor & Pump Station | |||||||
| 30/09/2021 | 3612 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
Based on experimental characterization of the scavenging behavior of a cross-scavenged, piston-aspirated, two-stroke, natural gas engine in phase III of the current project, a computationally inexpensive simple scavenging model was improved in this phase. Experimental results using fast nondispersive infrared (NDIR) CO2 measurements from the cylinder and the exhaust, as well as experiments using unburned fuel pre-mixed in the scavenging chamber as a tracer for short-circuiting during scavenging, were used in this phase to validate the improved model. The model represents the fundamental phenomenological characteristics revealed by those experiments. The experiments and literature show that scavenging takes place by the following phenomena: blowdown, displacement of residuals by incoming air, mixing of residuals and air, and short-circuiting of fresh air. To reflect this, the improved hybrid model features the following: isentropic blowdown, non-isothermal perfect displacement, non-isothermal perfect mixing, and a concurrent direct short-circuiting of air (unmixed with residuals). The validated improved hybrid model rectified the primary shortcoming of the phase III model. By adding the discrete short-circuiting zone, trapped mass could be modeled at both medium and high crankshaft speeds, whereas the phase III model could not capture the full scope of scavenging inefficiencies at medium speed using its perfect mixing stage alone. Furthermore, using the hybrid model to predict NOx using an exponential NOÂx-TER curve fit revealed that the improved phase IV hybrid model predicts NOx approximately as well as the experimentally-calculated TER from the phase III experiments. Additionally, GT-Power, a 1D fluid dynamics and engine simulation software, was used to identify whether hybrid model tuning could be aided by relatively inexpensive 1D simulation rather than CFD or fast NDIR experiments. Using three-pressure analysis (with in-cylinder, exhaust, and scavenging chamber pressures as boundary conditions) and scavenging profiles derived from the hybrid model itself, GT-Power was shown to be a plausible tool for scavenging model tuning. |
PR-457-17201-R04 Residual Gas Fraction Estimation Based on Measured Engine Parameters – Phase IV | Based on experimental characterization of the scavenging behavior of a cross-scavenged, piston-aspirated, two-stroke, natural gas engine in phase III of the current project, a computationally inexpensive simple scavenging model was […] | publish | Uncategorized | open | open | pr-457-17201-r04-residual-gas-fraction-estimation-based-on-measured-engine-parameters-phase-iv | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-457-17201-r04-residual-gas-fraction-estimation-based-on-measured-engine-parameters-phase-iv/ | 0 | 0 | raw | default | 550 | Compressor & Pump Station | |||||||
| 01/05/2019 | 3613 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The ultimate goal of this work is to improve the current control methods for large bore, lean burn natural gas engines in order to combat performance and emissions issues during variable fuel composition events. This will be achieved in the long term by simulating the effects of variable fuel composition on a large bore, natural gas engine and developing engine control strategies which work to mitigate adverse effects. The work of Phase IV adds onto previous work by enabling the prediction of NOxemissions in the validated, full-scale engine simulation of a Cooper-Bessemer GMWH-10C developed in Phase III. A sweep of fuel composition was also performed to assess the effect that variable fuel composition has on in-cylinder properties and NOxemissions. Engine-out NOxwas predicted via a chemical kinetic mechanism which was implemented into the existing engine simulation. The mechanism dictates the composition of combustion products in each cylinder, including NO and NO2(NOx). NOxlevels were measured at the simulation exhaust to compare with the experimental NOxdata acquired as part of the data collection carried out in Phase III of this project. The prediction was tuned in order to achieve the closest prediction to real measured NOxvalues. A preliminary sweep of fuel composition was completed by varying the mole fractions of ethane and propane within the natural gas compositions used in the simulation. Changes in in-cylinder pressure, location of peak pressure, in-cylinder temperature, and engine-out NOxwere evaluated based on their trend-wise behavior and compared qualitatively to expected results. | PR-457-18204-R01 Variable Fuel Effects on Legacy Compressor Engines Phase IV – Predictive NOx Modeling | The ultimate goal of this work is to improve the current control methods for large bore, lean burn natural gas engines in order to combat performance and emissions issues during […] | publish | Uncategorized | open | open | pr-457-18204-r01-variable-fuel-effects-on-legacy-compressor-engines-phase-iv-predictive-nox-modeling | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-457-18204-r01-variable-fuel-effects-on-legacy-compressor-engines-phase-iv-predictive-nox-modeling/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 01/10/1996 | 3574 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this program was to install strain gage instrumentation on the PSF flow loop for use in future research and development programs. The strain gages were placed at critical locations on the flow loop to provide the opportunity for future measurement of pipeline strains during passage of in-line inspection tools, pipeline movement operations, pipe settlement, and general operations. As a demonstration of the data collection system, strain data were collected during passage of an in-line inspection tool. | PR-3-9408-R01 Strain Gage Instrumentation of the GRI Pipeline Simulation Facility Flow Loop | The objective of this program was to install strain gage instrumentation on the PSF flow loop for use in future research and development programs. The strain gages were placed at […] | publish | Uncategorized | open | open | pr-3-9408-r01-strain-gage-instrumentation-of-the-gri-pipeline-simulation-facility-flow-loop | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-3-9408-r01-strain-gage-instrumentation-of-the-gri-pipeline-simulation-facility-flow-loop/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 21/04/2014 | 3575 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Capabilities of a new generation of Synthetic Aperture Radar (SAR) satellites that are now in orbit and operational. One key capability investigated was the use of the higher resolution beam modes available from all these newer satellites. Satellite monitoring offers unique advantages to the industry in meeting the objectives of managing third party encroachment and potential for mechanical damage. Some of these advantages include: • The ability to identify damage threats; • The ability to monitor area footprints allowing the surveillance of the ROWs of multiple operators and the cost-sharing of these services; • The weather-independence monitoring, facilitated by radar imagery and analysis; and • The ability to monitor without installing equipment or infrastructure on the ROWs. The value in this research project is in the demonstration of the value of new SAR satellites in terms of increased probability of detection of pipeline encroachment events over older satellites that were investigated in previous PRCI research. | PR-394-113703-R03 Satellite-Based Pipeline Encroachment Monitoring | Capabilities of a new generation of Synthetic Aperture Radar (SAR) satellites that are now in orbit and operational. One key capability investigated was the use of the higher resolution beam […] | publish | Uncategorized | open | open | pr-394-113703-r03-satellite-based-pipeline-encroachment-monitoring | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-394-113703-r03-satellite-based-pipeline-encroachment-monitoring/ | 0 | 0 | raw | default | 50 | Surveillance, Operations & Monitoring | |||||||
| 13/12/2023 | 3576 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report presents the outcomes of the PRCI project PL-1H, which aimed to evaluate the effectiveness and limitations of a cable-deployed polymer absorption sensor (PAS) in rapidly detecting small pipeline hydrocarbon leaks. Current computational pipeline monitoring systems struggle to detect leaks below 1-2% of flow, making it crucial to explore alternative independent sensor technologies. The PAS cable represents a potential solution for detecting these leaks early in their development. The sensor can be installed during new pipeline installations or placed near existing pipelines, and it operates by detecting hydrocarbon vapors (C4+) that enter a PAS node and trigger the polymer sensor. | PR-396-163702-R03 Petroleum Pipeline Polymer Absorption Sensor (PAS) Leak Detection Cable | This report presents the outcomes of the PRCI project PL-1H, which aimed to evaluate the effectiveness and limitations of a cable-deployed polymer absorption sensor (PAS) in rapidly detecting small pipeline […] | publish | Uncategorized | open | open | pr-396-163702-r03-petroleum-pipeline-polymer-absorption-sensor-pas-leak-detection-cable | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-396-163702-r03-petroleum-pipeline-polymer-absorption-sensor-pas-leak-detection-cable/ | 0 | 0 | raw | default | 150 | Surveillance, Operations & Monitoring | |||||||
| 28/06/2021 | 3577 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The goal of the GHZ-2-01 Project is to develop and lab-test a system for monitoring underground pipeline facilities at remote river crossings where access to power and wireline communications is not readily available. A next generation real-time river crossing monitoring solution requires an integration of various sensor types, data computation capabilities, and low power wireless connectivity which would: - utilize proven sensors technologies such as accelerometers, inclinometer strings and float-out buoys to detect dangerous conditions, - be able to recognize and minimize false alarms by examining a combination of sensors, - alarm on contact with hydrocarbons, - require minimal maintenance, - be easily scalable, both geographically and as a network, - provide seamless integration into Supervisory Control and Acquisition (SCADA) systems, and - be economical. | PR-396-183905-R01 Autonomous System For Monitoring Pipeline River Crossings | The goal of the GHZ-2-01 Project is to develop and lab-test a system for monitoring underground pipeline facilities at remote river crossings where access to power and wireline communications is […] | publish | Uncategorized | open | open | pr-396-183905-r01-autonomous-system-for-monitoring-pipeline-river-crossings | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-396-183905-r01-autonomous-system-for-monitoring-pipeline-river-crossings/ | 0 | 0 | raw | default | 200 | Surveillance, Operations & Monitoring | |||||||
| 31/01/2014 | 3578 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This Final Report prepared by ESR Technology Ltd., provides the results of a study on subsea pipeline erosion and corrosion monitoring. The report is therefore split into two parts. The first part deals with monitoring erosion and corrosion, subsea; and the second part is on direct inspection techniques to monitor wall thickness loss. Generally, Subsea equipment is significantly more difficult to inspect than topside or land-based equipment and the study recognizes that many challenges and technology gaps remain. Sand, produced from oil & gas wells, can cause erosion & erosion/corrosion of subsea production systems and presents a number of threats to the safe reliable and economic operation of a facility. Sand control systems (e.g. sand screens) are used to prevent or limit sand production and therefore prevent erosion. In some developments, however, downhole sand control is not feasible and sand production may occur leading to erosion of the flowlines, pipes and equipment. Since erosion is strongly linked to flow velocity at bend points, erosion damage is principally a concern of equipment downstream of the wellhead (where the operating pressure is low) rather than being associated with damage to the well tubing (where operating pressure is relatively high but the flow path is predominantly straight). The goal of this research project is to screen current and potential techniques that provide a direct measure of loss of pipe wall thickness, rather than indirect measurement (e.g. erosion and corrosion probes, acoustic sand and electric field corrosion monitors). Such techniques should also be capable of being embarked on AUV, snake like robots, mini ROV etc. | PR-398-113719-R01 Technologies for Monitoring Erosion Corrosion and Direct Inspection of Subsea Assets | This Final Report prepared by ESR Technology Ltd., provides the results of a study on subsea pipeline erosion and corrosion monitoring. The report is therefore split into two parts. The […] | publish | Uncategorized | open | open | pr-398-113719-r01-technologies-for-monitoring-erosion-corrosion-and-direct-inspection-of-subsea-assets | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-398-113719-r01-technologies-for-monitoring-erosion-corrosion-and-direct-inspection-of-subsea-assets/ | 0 | 0 | raw | default | 2.500 | Subsea | |||||||
| 30/07/2014 | 3579 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The report reviews the research involved with Non-Destructive Examination (NDE) of composite repairs as applied to pipelines and piping. Four pipeline samples were evaluated each containing three repairs with an ‘open’ training section and two ‘blind’ sections (total of 12 repairs). Pipe defects included external corrosion wall loss and pitting represented by partial through-wall drilled holes. Application of the composite repairs, containing interlaminar defects and steel/composite debonding, was completed by four composite repair vendors. This included one carbon fiber and three glass fiber repair systems. The scope included an underwater repair system. Pre-hydrotest inspections were carried out between September and December 2013. Following the pre-hydrotest inspections, the samples endured static and cyclic hydrotesting. Pressure testing was done sequentially together with strain gage monitoring for three of the four samples. Acoustic emission monitoring was also performed. Static hydrotests were done to 72% and 90% SMYS with 10 minute holds in between. This was followed by cyclically testing to 10,000 cycles. Post-hydrotest inspections were done to investigate any changes that may have occurred during the hydrotests. | PR-398-133719-R01 Inspection of Composite Repairs for Pipelines and Piping – Phase 2 NDE Trials | The report reviews the research involved with Non-Destructive Examination (NDE) of composite repairs as applied to pipelines and piping. Four pipeline samples were evaluated each containing three repairs with an […] | publish | Uncategorized | open | open | pr-398-133719-r01-inspection-of-composite-repairs-for-pipelines-and-piping-phase-2-nde-trials | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-398-133719-r01-inspection-of-composite-repairs-for-pipelines-and-piping-phase-2-nde-trials/ | 0 | 0 | raw | default | 1.000 | Integrity & Inspection | |||||||
| 06/04/2020 | 3580 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In the current extension of the work, three additional inspection trials were successfully completed by two NDE vendors, Sonomatic Ltd and Testex, Inc. The Sonomatic inspection team used two advanced ultrasonic techniques, M-skip and Dynamic Response Spectroscopy (DRS). The Testex team used an existing Low Frequency Electromagnetic Technique (LFET) and a recently developed Off-Surface Electromagnetic Technique (OSET). Both electromagnetic tests are complementary. The LFET was designed to scan bare metals as well as through paints and protective coatings. OSET has been specifically developed for inspection of corrosion (and girth weld location) under insulation (CUI). Both M-skip and LFET/ OSET successfully reported the correct axial/ circumferential location and extent of the external pipe wall defects as well as the location of the longitudinal ERW seam welds. The DRS technique, successfully detected the debonded regions that contained interlaminar and interfacial debonding. | PR-398-133719-R02 Inspection of Composite Repairs for Pipelines and Piping – Phase 3 Further NDE Trials | In the current extension of the work, three additional inspection trials were successfully completed by two NDE vendors, Sonomatic Ltd and Testex, Inc. The Sonomatic inspection team used two advanced […] | publish | Uncategorized | open | open | pr-398-133719-r02-inspection-of-composite-repairs-for-pipelines-and-piping-phase-3-further-nde-trials | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-398-133719-r02-inspection-of-composite-repairs-for-pipelines-and-piping-phase-3-further-nde-trials/ | 0 | 0 | raw | default | 43.000 | Integrity & Inspection | |||||||
| 21/10/2021 | 3581 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report presents the initial efforts of the Pipeline Research Council International, Inc. (PRCI) to evaluate technology solutions for pipeline monitoring and surveillance of the global energy infrastructure using Unmanned Aircraft Systems (UAS). Energy pipeline companies are considering a broad range of UAS applications to support upstream, midstream, and downstream operations with an emphasis on improving the reliability, integrity, and safety of pipeline assets. This initial work focused on verifying the use of long-range, long-endurance UAS for pipeline patrol. The flight testing successfully demonstrated the interoperability of PRCI's Automated Threat Detection System (ATDS) payload, a remote sensing technology package initially developed for use on manned aircraft. Verifying interoperability of ATDS with UAS technology is a significant outcome that will support the development of other sensing capabilities to be integrated into the ATDS payload. Results of the testing have demonstrated that a UAS can be configured with technology systems that provide meaningful data and information on a range of pipeline operating and integrity parameters. Emphasis has been concentrated on the safe operation of larger UAS platforms flying Beyond Visual Line of Sight (BVLOS) of the pilot operator. The unique nature of pipeline infrastructure, covering thousands of miles along relatively narrow right-of-way (ROW) corridors, drives the requirement for BVLOS flights and larger UAS platforms capable of long endurance patrols. The work conducted to date has included a series of test flights to demonstrate that UAS can be applied to day-to-day functions of energy pipeline integrity management and that they can operate safely, effectively, and in full compliance with all federal and state laws and regulations. | PR403-123706-R01 Evaluation of Long Endurance UAS for Monitoring and Surveillance of Energy Pipelines | This report presents the initial efforts of the Pipeline Research Council International, Inc. (PRCI) to evaluate technology solutions for pipeline monitoring and surveillance of the global energy infrastructure using Unmanned […] | publish | Uncategorized | open | open | pr403-123706-r01-evaluation-of-long-endurance-uas-for-monitoring-and-surveillance-of-energy-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr403-123706-r01-evaluation-of-long-endurance-uas-for-monitoring-and-surveillance-of-energy-pipelines/ | 0 | 0 | raw | default | 200 | Surveillance, Operations & Monitoring | |||||||
| 22/08/1968 | 3582 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Phase I of this research has been directed toward a non-experimental evaluation of the effect on pipeline flow efficiency that may be created by placing small vanes or fins on the surface of gas transmission pipelines, parallel to flow. | PR-40-46-R01 Channeled Flow at the Pipe Surface in Gas Transmission Pipelines | Phase I of this research has been directed toward a non-experimental evaluation of the effect on pipeline flow efficiency that may be created by placing small vanes or fins on […] | publish | Uncategorized | open | open | pr-40-46-r01-channeled-flow-at-the-pipe-surface-in-gas-transmission-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-40-46-r01-channeled-flow-at-the-pipe-surface-in-gas-transmission-pipelines/ | 0 | 0 | raw | default | 4.595 | Legacy | |||||||
| 23/08/2013 | 3583 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project aims to identify the most appropriate AC corrosion criteria based on literature data and analyses. In total 67 papers were reviewed in order to identify mechanisms of AC induced corrosion on pipelines under cathodic protection and possible stray current interference. The fundamental principles of AC corrosion form the basis for the ACCorSolver software developed by Elsyca. The software is explained and its capabilities are briefly discussed. The modeling software can be used to predict up-front the risk of AC corrosion. In this project the ACCorSolver was used to study the effect and sensitivity of the different parameters of AC corrosion. This report has a related webinar. | PR-405-113604-R01 Develop a New Unique AC Corrosion CP Mitigation Criterion | This project aims to identify the most appropriate AC corrosion criteria based on literature data and analyses. In total 67 papers were reviewed in order to identify mechanisms of AC […] | publish | Uncategorized | open | open | pr-405-113604-r01-develop-a-new-unique-ac-corrosion-cp-mitigation-criterion | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-405-113604-r01-develop-a-new-unique-ac-corrosion-cp-mitigation-criterion/ | 0 | 0 | raw | default | 250 | Corrosion | |||||||
| 28/05/2019 | 3584 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report refers to the activities performed in the frame of PRCI project on the refinement of the AC corrosion criteria by evaluating real-world pipeline AC corrosion cases and applying an improved AC corrosion prediction model. The diagrams of AC corrosion likelihood assessment in the standard ISO18086:2015 was used as a starting point. Correlations between field data (especially those provided through dig reports from AC corrosion anomalies) and the simulation results for different CP polarization levels, AC induced voltage, soil conditions (texture, soil resistivity and moisture) and coating defect properties (size and thickness) were investigated. The final goal is achieving a further refinement of the proposed AC corrosion criteria in previous project (EC-6-2) based on long-term AC corrosion behavior. This document has a related webinar. | PR-405-153600-R01 Validation of the AC Corrosion Criteria Based on Real-World Pipeline Measurements | This report refers to the activities performed in the frame of PRCI project on the refinement of the AC corrosion criteria by evaluating real-world pipeline AC corrosion cases and applying […] | publish | Uncategorized | open | open | pr-405-153600-r01-validation-of-the-ac-corrosion-criteria-based-on-real-world-pipeline-measurements | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-405-153600-r01-validation-of-the-ac-corrosion-criteria-based-on-real-world-pipeline-measurements/ | 0 | 0 | raw | default | 250 | Corrosion | |||||||
| 01/04/2019 | 3585 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report refers to the activities performed in the frame of PRCI project on the evaluation of interference risk from high voltage power lines (HVDC) on buried pipelines. There exist different types of HVDC systems and configurations and only some of them may affect pipeline corrosion and safety. First, a literature study was performed to identify the various HVDC system configurations and operational conditions, to define the corrosion and safety threats on pipelines and the parameters influencing the interference level. Next, simulations were performed to understand how the operational conditions of the HVDC system, the pipeline properties, the cathodic protection settings and the soil conditions determine the magnitude of DC stray current corrosion and voltage induced safety risk. Lastly, industrial cases were simulated and mitigative measures were proposed. Guidelines are proposed for estimating the risk associated with HVDC lines. This report has a related webinar. | PR-405-163600-R01 Assessing High Voltage DC Interference Risks on Buried Pipelines | This report refers to the activities performed in the frame of PRCI project on the evaluation of interference risk from high voltage power lines (HVDC) on buried pipelines. There exist […] | publish | Uncategorized | open | open | pr-405-163600-r01-assessing-high-voltage-dc-interference-risks-on-buried-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-405-163600-r01-assessing-high-voltage-dc-interference-risks-on-buried-pipelines/ | 0 | 0 | raw | default | 100 | Corrosion | |||||||
| 28/05/2019 | 3586 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report refers to the activities performed in the frame of a PRCI project on evaluation of AC coupons for monitoring applications. AC coupons are aimed to take decisions on whether the subjected pipeline is at AC corrosion risk and if additional mitigative measures need to be undertaken to reduce the AC induced voltage on the pipeline. As a variety of coupons exist on the market with different dimensions, configuration and shape, the AC current density response of the coupons was investigated. A market search was performed to identify the commercial available coupons. A screening of the coupons was performed by: - simulating the AC current density response in a 3D computational model; - laboratory testing of retained coupons and probes under different soil moisture conditions; - field testing of AC coupon behavior The AC current density response of a total of 20 coupons/ probes from different vendors have been simulated and ordered according to increasing average current response and local peak current at the edges. Consequently 7 coupons/probes were retained for laboratory testing in sand and clay soil with different moisture content. Finally one commercial coupon and two new designs of ER probes were installed at two different sites along a pipeline for field testing and monitoring. | PR405-163602-R01 Evaluation of AC Corrosion Coupons for Monitoring Applications | This report refers to the activities performed in the frame of a PRCI project on evaluation of AC coupons for monitoring applications. AC coupons are aimed to take decisions on […] | publish | Uncategorized | open | open | pr405-163602-r01-evaluation-of-ac-corrosion-coupons-for-monitoring-applications | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr405-163602-r01-evaluation-of-ac-corrosion-coupons-for-monitoring-applications/ | 0 | 0 | raw | default | 250 | Corrosion | |||||||
| 25/06/2019 | 3587 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report refers to the activities performed in the frame of PRCI project on the refinement of the dynamic DC stray current corrosion criteria by applying an advanced DC corrosion prediction model. In order to find realistic stray current interference conditions, an industry survey was performed to retrieve dynamic DC interference signals on real-world pipelines. After analysis of the cases, a simulation matrix was proposed that covers a wide variety of interference conditions. The simulated signals were simplified as squared pulses. The European Standard EN 50162 Protection against corrosion stray current from direct current systems was used a reference for validation. Some other criteria that are currently under investigation have been considered as well. The criteria were validated against simulated corrosion rates. The final goal is achieving a further refinement of the dynamic DC stray current criteria. The simulations demonstrate that current criteria are either not valid, either too conservative when steel tends to passivate under anodic excursions in high pH soil due to the development of a Fe3O4 film. The lowest pH value at which the passive film developed was 10.34 with relatively short cathodic duration (30 sec) and long (50 sec) and strong (-200 mVcse) anodic potential. | PR405-173610-R01 Develop New Criteria for DC Stray Current Interference | This report refers to the activities performed in the frame of PRCI project on the refinement of the dynamic DC stray current corrosion criteria by applying an advanced DC corrosion […] | publish | Uncategorized | open | open | pr405-173610-r01-develop-new-criteria-for-dc-stray-current-interference | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr405-173610-r01-develop-new-criteria-for-dc-stray-current-interference/ | 0 | 0 | raw | default | 250 | Corrosion | |||||||
| 02/03/2023 | 3588 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The digital twin used in this research is a mechanistic (or deterministic) computer model that represents the cathodic protection behavior of a pipeline network. The model is calibrated based on field data such that it mimics the real-world behavior of the pipeline. The objective of this research is to validate the accuracy of the digital twin model on three industry cases. First, the sensitivity of the independent variables (soil, coating and cathodic protection properties) that are the inputs of the digital twin was investigated during a literature study, a lab and field-based modeling on a theoretical pipeline network. A statistical analysis with the multi-variate adaptive regression spline method was performed to identify the most influencing independent variables on the cathodic protection modeling. Secondly, the accuracy of the digital twin model was validated on three real-world pipeline cases with a different degree of complexity. The digital twin models were calibrated based on the available data without any additional field testing. In two out of three cases an accuracy of approximately 90% was obtained between the simulated and measured pipe-to-soil ON and OFF potentials. Digital twin models with sufficient accuracy are used to make assessments on the cathodic protection effectiveness and risk of DC stray current interference. It supports systemic improvements to CP monitoring with reduced dependence on field collected operational data - which is about preventing corrosion. A sound digital twin model is used for endorsing integrity programs and ultimately for compliance reporting to the regulator. Related webinar. | PR405-213601-R04 Validation of Digital Twins for Monitoring, Optimization, and Compliance of CP Systems | The digital twin used in this research is a mechanistic (or deterministic) computer model that represents the cathodic protection behavior of a pipeline network. The model is calibrated based on […] | publish | Uncategorized | open | open | pr405-213601-r04-validation-of-digital-twins-for-monitoring-optimization-and-compliance-of-cp-systems | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr405-213601-r04-validation-of-digital-twins-for-monitoring-optimization-and-compliance-of-cp-systems/ | 0 | 0 | raw | default | 500 | Corrosion | |||||||
| 29/02/2024 | 3589 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | American Aerospace Technologies, Inc. has conducted a pilot project for the Pipeline Research Council, International to evaluate the performance of an automated threat detection system onboard a medium alti-tude, long endurance unmanned aircraft capable of beyond visual line of sight flight that can be used in the pipeline industry for routine patrol and surveillance as a risk reduction solution. The unmanned aircraft system test program evaluation was conducted at Test Site(s) in Pendleton, Oregon, Woodbine, New Jersey, and San Joaquin Valley, California using American Aerospace sensors, unmanned aircraft, test facilities and equipment. The primary objective of the project was to validate the performance of a remote sensing system capable of automated multi-threat surveillance, monitoring, and rapid reporting - operating on a long-range, long-endurance medium altitude unmanned aircraft capable of patrolling hundreds of miles of pipeline right-of-way per flight. The project included four flight campaigns that generated data from multiple sensors over staged and opportunistic targets, tested multiple algorithms, and measured key performance parameters on aerial patrol. In what is believed to be an industry first, an attempt was made to develop industry-wide aerial patrol performance guidance - key performance indicators - for sensor-based imminent threat detection sensitivity, reliability, robustness, and accuracy in alignment with industry standards for existing operator leak detection programs. Performance of the automated threat detection system on both manned and unmanned aircraft was com-pared by analyzing data from flights over staged targets and over a 78-mile pipeline corridor - flown by both types of aircraft - on the same day and at the same patrol altitudes. Differences in aircraft performance were also evaluated. Lastly, unmanned aircraft flight data was utilized as part of an ongoing application to the Federal Aviation Administration to integrate long-range unmanned aircraft into the national airspace in support for routine pipeline patrol. | PR-417-203902-R02 Remote Sensing and Leak Detection Platform that Can Deploy Multiple Sensor Types | American Aerospace Technologies, Inc. has conducted a pilot project for the Pipeline Research Council, International to evaluate the performance of an automated threat detection system onboard a medium alti-tude, long […] | publish | Uncategorized | open | open | pr-417-203902-r02-remote-sensing-and-leak-detection-platform-that-can-deploy-multiple-sensor-types | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-417-203902-r02-remote-sensing-and-leak-detection-platform-that-can-deploy-multiple-sensor-types/ | 0 | 0 | raw | default | 50 | Surveillance, Operations & Monitoring | |||||||
| 12/12/2022 | 3590 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The goal of the work described herein is to provide PRCI and the pipeline industry further understanding of the current capabilities and limitations of combined SAR and high resolution optical satellite imagery for the monitoring of pipeline ROWs which span river crossings. Four Areas of Interests (AOIs) with pipeline ROWs that span river crossings were selected for analysis: South Saskatchewan River, Saskatchewan, Canada operated by SaskEnergy Incorporated; Thompson Creek, Louisiana, USA operated by Colonial Pipeline Company; Gila River, Arizona, USA operated by Kinder Morgan Incorporated; and Humber Estuary, UK, operated by National Grid. For each AOI, monitoring requirements were defined by the operators. Amplitude Change Detection (ACD) and Interferometric Synthetic Aperture Radar (InSAR) were performed for all AOIs; results correlated to the defined monitoring requirements are discussed. A high level summary of the role of combined SAR and optical satellite operational monitoring of pipeline river crossings is listed below: - InSAR "Phase" used for (a) Subsidence (b) Slope Movement - SAR "Amplitude" used to both detect and classify (a) large scale Land Cover/Land Use Change (e.g. bridge construction), (b) flooding, (c) river channel changes, (d) river bed exposure, and (e) vessel traffic. - SAR "Amplitude" used to detect changes resulting from (a) small scale Land Cover/ Land Use (e.g. construction of individual buildings), and possibly (b) bank erosion and (c) pipeline exposure. Optical Satellite imagery is required for classification of these changes. | PR-420-183903-R01 Pipeline Right-of-Way River Crossing Monitoring With Satellites | The goal of the work described herein is to provide PRCI and the pipeline industry further understanding of the current capabilities and limitations of combined SAR and high resolution optical […] | publish | Uncategorized | open | open | pr-420-183903-r01-pipeline-right-of-way-river-crossing-monitoring-with-satellites | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-420-183903-r01-pipeline-right-of-way-river-crossing-monitoring-with-satellites/ | 0 | 0 | raw | default | 300 | Surveillance, Operations & Monitoring | |||||||
| 23/10/2013 | 3591 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Carbon steel and low alloy steel are the common, cost effective materials of choice for design of production risers in deep water. They are, however, often challenged by high stress and fatigue loadings. When production fluids are corrosive and or sour, steel risers may not be feasible without the protection from corrosive effects. To mitigate degradation, the only proven solution to date is the use of corrosion resistant alloys (CRA), either in homogeneous or clad/lined steel pipe product. However, corrosion resistant alloys are very expensive and market supply is limited due to the number of developments worldwide requiring CRA solutions and the limited number mills capable of supplying the product. This study looks at the feasibility and current state of development of alternatives to clad steel in steel catenary risers (SCR). The study focuses on polymer liners and coatings as a way to prolong the life of the risers in corrosive hydrocarbon service. The study includes an industry survey of candidate liners and a risk assessment based on the threats and failure modes. FMECA is conducted on the more promising candidates. The gaps in the knowledge base are identified and a map of further qualification requirements is made. SCRs are currently fabricated with girth welds. However, there is significant amount of testing that indicates that mechanical connectors are a feasible alternative. The potential use of mechanical connectors in conjunction with a coating or liner solution to mitigate corrosion risks is also addressed. | PR-425-123722-R01 Internally Lined Steel Risers as an Alternative to CRAs | Carbon steel and low alloy steel are the common, cost effective materials of choice for design of production risers in deep water. They are, however, often challenged by high stress […] | publish | Uncategorized | open | open | pr-425-123722-r01-internally-lined-steel-risers-as-an-alternative-to-cras | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-425-123722-r01-internally-lined-steel-risers-as-an-alternative-to-cras/ | 0 | 0 | raw | default | 250 | Subsea | |||||||
| 19/09/2017 | 3592 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline Operators have been advised to be able to show traceable, verifiable, and complete records[1] used to establish Maximum Allowable Operating Pressure (MAOP). In instances where this standard of due diligence for confirming historical records cannot be met, other methods of confirming integrity and establishing an MAOP need to be applied. A method and guidance for application of In-Line Inspection (ILI) technologies and/or in ditch non-destructive examination approaches for determining pipe properties, allowing operators to use ILI to meet the requirements and guidelines for confirming that the pipe records are traceable, verifiable, and complete, would provide great value to the pipeline industry. [1] Advisory Bulletin (ADB-12-06) Link to ADB-12-06 at PHMSA.dot.gov | PR-430-123700-R02 Determining Pipe Properties Using ILI Technology | Pipeline Operators have been advised to be able to show traceable, verifiable, and complete records[1] used to establish Maximum Allowable Operating Pressure (MAOP). In instances where this standard of due […] | publish | Uncategorized | open | open | pr-430-123700-r02-determining-pipe-properties-using-ili-technology | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-430-123700-r02-determining-pipe-properties-using-ili-technology/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 24/10/2017 | 3593 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In 2011, the US Department of Transportation (DOT) Pipeline and Hazardous Materials Safety Administration (PHMSA) initiated a project known as the "Comprehensive Study to Understand Longitudinal ERW Seam Failures" (PHMSA Phase 1 ERW Study). The project deliverables were thirteen (13) individual 'task reports' and a summary report which included considerations for failure history, characteristics of ERW seams that make them susceptible to failure, fracture mechanics and fatigue models, selective seam weld corrosion, integrity assessment, and non-destructive examination (NDE) methods. As of the development of this report, a second phase of the PHMSA research program is now under way including full scale testing and validation of integrity assessment and NDE methods. This report is a summary of an industry critical review performed by several representative PRCI member companies of the PHMSA Phase 1 ERW Study. It is recognized that a second phase of the research is currently under way by PHMSA, however PRCI's member companies wanted to review and capitalize on relevant information and data presented in the current body of knowledge. Ultimately, this and other work performed throughout the industry will provide the foundation for developing and validating integrity management programs for pipelines constructed of vintage ERW line pipe. | PR-430-133757-R01 PHMSA Comprehensive Study to Understand Longitudinal ERW Seam Failures | In 2011, the US Department of Transportation (DOT) Pipeline and Hazardous Materials Safety Administration (PHMSA) initiated a project known as the “Comprehensive Study to Understand Longitudinal ERW Seam Failures” (PHMSA […] | publish | Uncategorized | open | open | pr-430-133757-r01-phmsa-comprehensive-study-to-understand-longitudinal-erw-seam-failures | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-430-133757-r01-phmsa-comprehensive-study-to-understand-longitudinal-erw-seam-failures/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 08/07/2011 | 3554 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This research was sponsored by the government and the industry (DOT Contract DTPH56-08-T-000005), to develop a solution to address the complex issue of SCC evaluation in the field. Completion of this project resulted in the availability of an integrated tool approach capable of measuring and evaluating SCC as found in pipelines. | PR-366-083505-R01 Integrated Tool for Mapping Sizing and Evaluation of SCC for Remaining Strength | This research was sponsored by the government and the industry (DOT Contract DTPH56-08-T-000005), to develop a solution to address the complex issue of SCC evaluation in the field. Completion of […] | publish | Uncategorized | open | open | pr-366-083505-r01-integrated-tool-for-mapping-sizing-and-evaluation-of-scc-for-remaining-strength | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-366-083505-r01-integrated-tool-for-mapping-sizing-and-evaluation-of-scc-for-remaining-strength/ | 0 | 0 | raw | default | 50 | Corrosion | |||||||
| 23/06/2020 | 3555 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In-line inspection (ILI) is often used to estimate failure pressure from anomalies as part of the integrity management of pipelines. The goal of this project is to improve failure pressure estimates of stress corrosion cracking (SCC) colonies by advancing field measurements and comparing ILI tool data. Electromagnetic acoustic transducer (EMAT) ILI technologies have made significant strides in providing crack depth measurements for SCC colonies, and emerging technologies such as ultrasonic testing (UT) imaging are providing more accurate in-ditch validation data. For new ILI technologies, feeding back accurate field measurements to vendors is an essential part of the process for improving ILI estimates of failure pressure. This project was designed to improve failure pressure estimates with three tasks spanning three years. Year 1 (Task 1) included the development of ultrasonic imaging processes and procedures for gathering accurate in-ditch measurements of depth, length and separation for SCC. Year 2 (Task 2) comprised field trials of the ultrasonic imaging and collection and analysis of EMAT data. Validation was performed and improvements to signal analysis for crack sizing and interaction criteria were made. Year 3 (Task 3) work included validation by means of burst tests to evaluate the performance of the model that predicts failure pressure based on ultrasonic imaging measurements. The main focus of Year 1 was comparing the dimensions of SCC colonies measured by X-ray computed tomography (XCT) to IWEX ultrasound imaging for thirty 4-inch (10 cm) wide plates containing SCC colonies. For truth data, two of these samples were destructively evaluated by breaking open cracks frozen in liquid nitrogen and sectioning through multiple parallel cracks with subsequent polishing of samples. Comparisons of the XCT and IWEX to the freeze break sample results are presented in this report across profiles of cracks in an SCC colony. The details of the work are documented in the first report for this project and summarized in this report. Year 2 focused on collecting data in the field with the IWEX system based on EMAT inspection results. A process was developed to facilitate comparisons between IWEX and EMAT data to allow an in-ditch verification of the axial cracking. Due to the technology differences between ILI and IWEX, the ILI recorded data/signals show less detail and do not allow for discrimination of the individual flaws the same way that IWEX does. Even with the differences in sampling and resolution between the techniques, it is possible to establish parameters for burst pressure calculations. A second goal of Year 2 was to select samples for Year 3 pressure testing. Year 3 focused on pressure testing of four samples to improve and verify failure pressure predictions calculated from field NDE and ILI measurements of SCC crack colony dimensions. Also examined was the potential of the recently developed intelligent interaction criteria (PRCI SIA-1-5) to predict failure pressure using IWEX results. The application of traditional interaction criteria produced mixed results. For the intelligent interaction criteria, the comparison between experimentally determined and predicted failure pressures was excellent, with a 3% average overestimation of predicted values and tight error distribution with a 3% standard deviation. Along with the specific results, this project successfully demonstrated a general approach for improving crack ILI technology using field NDE methods. | PR-366-173814-R02 Assessment of SCC with Advances in NDE including EMAT and IWEX Imaging | In-line inspection (ILI) is often used to estimate failure pressure from anomalies as part of the integrity management of pipelines. The goal of this project is to improve failure pressure […] | publish | Uncategorized | open | open | pr-366-173814-r02-assessment-of-scc-with-advances-in-nde-including-emat-and-iwex-imaging | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-366-173814-r02-assessment-of-scc-with-advances-in-nde-including-emat-and-iwex-imaging/ | 0 | 0 | raw | default | 500 | Integrity & Inspection | |||||||
| 28/06/1974 | 3556 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Analysis to determine the axial and bending forces and stresses induced in laterally deflected pipelines. It was further requested that the study include several commonly used pipe sizes, strengths, and line lengths in addition to a failure criteria which could be used by the group to assess the integrity of displaced lines. | PR-3-72-R01 Analysis of Stresses and Forces in Laterally Displaced Offshore Pipelines | Analysis to determine the axial and bending forces and stresses induced in laterally deflected pipelines. It was further requested that the study include several commonly used pipe sizes, strengths, and […] | publish | Uncategorized | open | open | pr-3-72-r01-analysis-of-stresses-and-forces-in-laterally-displaced-offshore-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-3-72-r01-analysis-of-stresses-and-forces-in-laterally-displaced-offshore-pipelines/ | 0 | 0 | raw | default | 1.500 | Legacy | |||||||
| 31/07/2015 | 3557 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Route selection for onshore pipelines has become progressively more complex over the past several decades due to ongoing land development and expansion of public and private infrastructure, coupled with increased population. During the same period, protection of the environment and avoidance of negative impact to sensitive cultural features have become paramount objectives for all cross-country pipeline projects. With these issues, regulatory and permitting requirements have become more challenging, and compliance has become more arduous. Recognizing these challenges, the Pipeline Research Council International (PRCI) initiated a project to evaluate current route selection methodologies and identify aspects in need of improvement. The final product of this effort is this guidance document, Guideline for Onshore Pipeline Route Evaluation and Selection. The route selection guideline was developed to provide pipeline owners, engineering organizations, and pipeline specialists with comprehensive guidance for onshore pipeline route evaluation and selection. The guideline is expected to benefit pipeline owners and contractors alike by eliminating or reducing costs resulting from failure to anticipate conditions that could impact construction. More specifically, pipeline construction contractors should benefit from more confident route definition that will allow the reduction of contingency items in their cost estimates. | PR-373-124509-R01 Guideline for Onshore Pipeline Route Evaluation and Selection | Route selection for onshore pipelines has become progressively more complex over the past several decades due to ongoing land development and expansion of public and private infrastructure, coupled with increased […] | publish | Uncategorized | open | open | pr-373-124509-r01-guideline-for-onshore-pipeline-route-evaluation-and-selection | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-373-124509-r01-guideline-for-onshore-pipeline-route-evaluation-and-selection/ | 0 | 0 | raw | default | 9.000 | Design, Materials & Construction | |||||||
| 02/08/2010 | 3558 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes the development of a series of guidelines for the identification of SCC sites and the estimation of re-inspection intervals. These SCC Guidelines are designed to complement and supplement existing SCC Direct Assessment protocols by drawing on information from past R&D studies. Guidelines are presented for the various mechanistic stages of both high-pH and near-neutral pH SCC, namely; susceptibility, initiation, early-stage crack growth and dormancy, and late-stage crack growth. The guidelines are designed to be broadly applicable, and include discussion of both high-pH and near-neutral pH SCC, gas and (hydrocarbon) liquid pipelines, existing and future pipelines, on local and regional scales in North America and internationally. The guidelines are designed to be of use to pipeline operators with prior experience of SCC and to those for whom this is a new or unknown integrity threat. The report also describes how these guidelines can be implemented by operating companies and provides a list of the analyses that need to be performed, the necessary input data, and how the resultant information can be used to identify SCC sites and estimate reinspection intervals. The main text is supported by four appendices where the interested reader can find much of the detailed background information. | PR-377-063528-R01 Development of Guidelines for Identification SCC and Re-inspection Intervals | This report describes the development of a series of guidelines for the identification of SCC sites and the estimation of re-inspection intervals. These SCC Guidelines are designed to complement and […] | publish | Uncategorized | open | open | pr-377-063528-r01-development-of-guidelines-for-identification-scc-and-re-inspection-intervals | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-377-063528-r01-development-of-guidelines-for-identification-scc-and-re-inspection-intervals/ | 0 | 0 | raw | default | 500 | Corrosion | |||||||
| 29/09/2017 | 3559 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A review has been performed of past studies on external corrosion sponsored by the PRCI Corrosion Technical Committee (TC) with the aims of (a) providing a resource to current and future TC members, (b) identifying gaps in current understanding, and (c) to assist in future road-mapping exercises. In support of these aims, the current report is structured in a similar manner to current and past Corrosion TC road maps, namely in terms of the assessment, mitigation, and prevention of external corrosion. The review is limited to reports associated with external corrosion, and does not include discussion of either internal corrosion or stress corrosion cracking. With the exception of a small number of seminal reports, studies published prior to 1990 have also been excluded from the review. In addition to studies specifically sponsored by the Corrosion TC, reports issued by other PRCI TC's and by PHMSA that are related to the above topic areas have also been reviewed. | PR-377-103607-R01 Expert Review of Past PRCI Corrosion Reports, Gap Analysis, and Road Mapping | A review has been performed of past studies on external corrosion sponsored by the PRCI Corrosion Technical Committee (TC) with the aims of (a) providing a resource to current and […] | publish | Uncategorized | open | open | pr-377-103607-r01-expert-review-of-past-prci-corrosion-reports-gap-analysis-and-road-mapping | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-377-103607-r01-expert-review-of-past-prci-corrosion-reports-gap-analysis-and-road-mapping/ | 0 | 0 | raw | default | 260 | Corrosion | |||||||
| 08/04/2020 | 3560 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes a review of the long-term field performance and the failure modes and effects of fusion-bonded epoxy (FBE) external pipeline coating. Field data have been obtained from various PRCI member companies and, where possible, are used to validate information obtained from the review of the technical literature. Although all potential failure modes are considered, particular attention is paid to (i) the effects of operating at temperatures greater than 150°F (65°C), (ii) the effect of cathodic protection and, especially, high CP levels, and (iii) the detection of holidays and the impact of high test voltages. It is apparent from all of the information reviewed that FBE coatings provide excellent performance, primarily because of their CP-permeability that ensures continued protection for the pipe in the event of disbondment. | PR-377-113602-R01 Long-term Field Performance and Review of Failure Modes and Effects of FBE Coatings | This report describes a review of the long-term field performance and the failure modes and effects of fusion-bonded epoxy (FBE) external pipeline coating. Field data have been obtained from various […] | publish | Uncategorized | open | open | pr-377-113602-r01-long-term-field-performance-and-review-of-failure-modes-and-effects-of-fbe-coatings | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-377-113602-r01-long-term-field-performance-and-review-of-failure-modes-and-effects-of-fbe-coatings/ | 0 | 0 | raw | default | 3.000 | Corrosion | |||||||
| 20/07/2021 | 3561 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report summarizes the work completed in PRCI SCC-2-12A project: The Effect of Pressure Fluctuations on the Growth Rate of Near-Neutral pH SCC, which is Phase 3 of the work on the same subject of investigation. The following insights from the current phase of the PRCI SCC-2-12A project are thought to be the most important: - Near neutral pH crack initiation is pressure-fluctuation dependent. Severe pressure fluctuations accelerate the fracture and spallation of mill scale on the pipeline steel surfaces, making it harder to initiate SCC cracks from the bottom of pits that are developed at flawed mill scale sites. On the other hand, the presence of a primer layer before application of the protective coating preserves the mill scale on the pipe steel surface and promotes crack initiation. - The early-stage crack growth primarily features crack length extension on the pipe surface but limited crack growth in the depth direction. Three different mechanisms of crack length extension have been identified, including that determined by the geometry of coating disbondment, a chaotic process of crack coalescence, and the ability of existing cracks to induce further crack initiation and growth. This latter process is pressure-fluctuation sensitive. - A complete set of equations governing crack growth in Stage 2 has been established based on experimental specimens with surface cracks under mechanical loading conditions realistic to pressure fluctuations during the operation of oil and gas pipelines. - The contribution to crack growth by direct dissolution of the steel at the crack tip has been determined, which has been found to be crack depth-dependent and pressure-fluctuation-sensitive. Gas pipelines operated under high mean pressure show higher rates of dissolution. - The severity of crack growth and the accuracy of the predictive model can be significantly affected by crack tip morphology, either sharp or blunt, and this would yield different threshold values for Stage 2 crack growth and therefore different lengths of remaining life. - Full scale testing was performed and has validated the crack growth models contained herein. - The PipeOnline software has been revised to incorporate the new experimental results obtained from the current PRCI SCC 2-12A project. This PipeOnline software was previously developed from the two earlier phases of the PRCI project. | PR378-173601-R01 Effect of Pressure Fluctuations on the Growth Rate of Near-Neutral pH SCC | This report summarizes the work completed in PRCI SCC-2-12A project: The Effect of Pressure Fluctuations on the Growth Rate of Near-Neutral pH SCC, which is Phase 3 of the work […] | publish | Uncategorized | open | open | pr378-173601-r01-effect-of-pressure-fluctuations-on-the-growth-rate-of-near-neutral-ph-scc | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr378-173601-r01-effect-of-pressure-fluctuations-on-the-growth-rate-of-near-neutral-ph-scc/ | 0 | 0 | raw | default | 2.500 | Corrosion | |||||||
| 01/09/1989 | 3562 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A critical evaluation of the various criteria for calculating the remaining strength of corroded pipe vas proceed. The criteria evaluated include the ANSI/ASHE B31G, the proposed modification of the S31G, and the EPR first -yield criterion. Both the original B31G and its proposed modification were contributed by Battelle. The database for the comparison consisted of the results of the 78 burst tests that Battelle collected. | PR-3-805-R01 A Comparative Study of the Calculation of the Remaining Strength of Corroded Pipe | A critical evaluation of the various criteria for calculating the remaining strength of corroded pipe vas proceed. The criteria evaluated include the ANSI/ASHE B31G, the proposed modification of the S31G, […] | publish | Uncategorized | open | open | pr-3-805-r01-a-comparative-study-of-the-calculation-of-the-remaining-strength-of-corroded-pipe | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-3-805-r01-a-comparative-study-of-the-calculation-of-the-remaining-strength-of-corroded-pipe/ | 0 | 0 | raw | default | 2.675 | Legacy | |||||||
| 12/07/2013 | 3563 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In order to revise the AGA-8 documentation for publication in 2014, better knowledge of the 0.1% uncertainty level in the equation of state is needed. The 0.1% uncertainty level has been identified by an AGA-8 task group as the acceptable limit of error for density and compressibility factor calculations. With the availability of a new high-accuracy wide-range equation of state described in the introduction, it is now possible to locate regions within AGA-8 that are most likely outside the 0.1% uncertainty limit, which was not possible in 1992 due to limited experimental data. | PR-381-12604-R01 Better Defining the Uncertainties for the AGA-8 Equation | In order to revise the AGA-8 documentation for publication in 2014, better knowledge of the 0.1% uncertainty level in the equation of state is needed. The 0.1% uncertainty level has […] | publish | Uncategorized | open | open | pr-381-12604-r01-better-defining-the-uncertainties-for-the-aga-8-equation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-381-12604-r01-better-defining-the-uncertainties-for-the-aga-8-equation/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 01/02/1990 | 3564 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The feasibility of detecting stress-corrosion cracks (SCC) using the Remote Field Eddy Current (RFEC) technique was demonstrated. The RFEC technique interrogates the entire thickness of the pipe and is applicable for in-line inspection. If it can be shown that the RFEC technique is effective in detecting SCC, then the technique is an ideal method for detecting the defects of interest. A defect detection model is proposed for explaining the mechanism for crack detection. For axially orientated, closed cracks, such as SCC, the conventional defect detection model proved to be too simplistic and not applicable. Therefore, a new detection model that examines the flow of circumferential eddy currents was developed based on experimental results. This model, though not rigorous, provides a general understanding of the applicability of the RFEC technique for finding SCC. The data from the cracks and various artificial defects are presented in three formats: isometric projections, pseudocolor images, and line-of-sight data. Though only two cracks were found, the experimental results correlate well with the circumferential eddy current theory. A theoretical analysis of the effects of motion on the output signal of the receiver is presented. This analysis indicates that the inspection speed of simple implementations may be limited to a few miles per hour. | PR-3-823-R01 Remote Field Eddy Current Detection of Stress-Corrosion Cracks | The feasibility of detecting stress-corrosion cracks (SCC) using the Remote Field Eddy Current (RFEC) technique was demonstrated. The RFEC technique interrogates the entire thickness of the pipe and is applicable […] | publish | Uncategorized | open | open | pr-3-823-r01-remote-field-eddy-current-detection-of-stress-corrosion-cracks | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-3-823-r01-remote-field-eddy-current-detection-of-stress-corrosion-cracks/ | 0 | 0 | raw | default | 80 | Legacy | |||||||
| 30/12/1996 | 3565 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Evaluates a method for obtaining accurate measurements of the pipe-to-soil potential on a bare pipeline in a high-resistivity environment with the ultimate objective of using the method to provide information for preventing stress corrosion cracking. | PR-3-82-R01 Measurements of the Pipe-to-Soil Potential of a Bare Pipeline, High-Resistivity Environment | Evaluates a method for obtaining accurate measurements of the pipe-to-soil potential on a bare pipeline in a high-resistivity environment with the ultimate objective of using the method to provide information […] | publish | Uncategorized | open | open | pr-3-82-r01-measurements-of-the-pipe-to-soil-potential-of-a-bare-pipeline-high-resistivity-environment | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-3-82-r01-measurements-of-the-pipe-to-soil-potential-of-a-bare-pipeline-high-resistivity-environment/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 28/03/2013 | 3566 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report contains the results of 43 shock tube tests simulating pipeline rupture using an NPS 2 (DN50) shock tube with a rupture disc. These tests were conducted on pure CO2, binaries with N2, O2, CO, CH4 and H2, as well as for compositions representative of typical carbon capture technologies. The resulting decompression wave speeds are compared with predictions utilizing different equations of state. | PR-383-104506-R02 Shock Tube Measurement of Decompression Wave Speed in CO2 with Impurities | This report contains the results of 43 shock tube tests simulating pipeline rupture using an NPS 2 (DN50) shock tube with a rupture disc. These tests were conducted on pure […] | publish | Uncategorized | open | open | pr-383-104506-r02-shock-tube-measurement-of-decompression-wave-speed-in-co2-with-impurities | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-383-104506-r02-shock-tube-measurement-of-decompression-wave-speed-in-co2-with-impurities/ | 0 | 0 | raw | default | 15.495 | Design, Materials & Construction | |||||||
| 25/08/2014 | 3567 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | EPCRC (Energy Pipeline Cooperative Research Centre in Australia) has developed a software package called EPDECOM to calculate the decompression wave speed of carbon dioxide mixtures containing impurities. The present report summarizes findings from the evaluation of the beta version of EPDECOM. The evaluation was based on the results of testing the 43 mixture compositions of CO2 binaries and the anthropogenic CO2+impuries used in the ALT-1-2 project. | PR-383-124512-R01 Determination of the Decompression Wave Speed of Mixtures of CO2 with Impurities | EPCRC (Energy Pipeline Cooperative Research Centre in Australia) has developed a software package called EPDECOM to calculate the decompression wave speed of carbon dioxide mixtures containing impurities. The present report […] | publish | Uncategorized | open | open | pr-383-124512-r01-determination-of-the-decompression-wave-speed-of-mixtures-of-co2-with-impurities | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-383-124512-r01-determination-of-the-decompression-wave-speed-of-mixtures-of-co2-with-impurities/ | 0 | 0 | raw | default | 1.000 | Design, Materials & Construction | |||||||
| 29/04/1977 | 3568 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Experimental work where thin wall pipe is subjected to axial compressive loading. Evaluates wavelike buckling associated with compressive axial loading. | PR-3-84-R01 Axial Compression of Line Pipe | Experimental work where thin wall pipe is subjected to axial compressive loading. Evaluates wavelike buckling associated with compressive axial loading. | publish | Uncategorized | open | open | pr-3-84-r01-axial-compression-of-line-pipe | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-3-84-r01-axial-compression-of-line-pipe/ | 0 | 0 | raw | default | 4.500 | Legacy | |||||||
| 30/09/1977 | 3569 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Follow-on work for axial loading conditions to assess buckling characteristics of prefabricated prestressed pipe segments and to determine the effect of such design variables as support conditions, tolerance, and allowable design stress upon the ability of the pipeline to withstand precompression. | PR-3-84-R02 Axial Compression of Line Pipe – Phase 2 | Follow-on work for axial loading conditions to assess buckling characteristics of prefabricated prestressed pipe segments and to determine the effect of such design variables as support conditions, tolerance, and allowable […] | publish | Uncategorized | open | open | pr-3-84-r02-axial-compression-of-line-pipe-phase-2 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-3-84-r02-axial-compression-of-line-pipe-phase-2/ | 0 | 0 | raw | default | 4.500 | Legacy | |||||||
| 25/06/2020 | 3570 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The pipeline community needs to measure all-weld metal properties of narrow gap pipeline girth welds consistently and reliably. These measurements support characterization of material properties required for design and engineering assessment of pipelines, and provide input data for further in-depth studies and fracture toughness testing. Among many existing tensile test standards/codes, the AWS B4.0-Annex D: Recommended practice for all-weld-metal tensile testing of narrow groove pipeline girth welds is the only standard available at this point for the all-weld metal tensile tests sampling a significant proportion of weld metal, specifically for narrow groove girth welds. | PR-387-11200-R01 All-Weld-Metal Strip Tensile Testing of Narrow Groove Pipeline Girth Welds | The pipeline community needs to measure all-weld metal properties of narrow gap pipeline girth welds consistently and reliably. These measurements support characterization of material properties required for design and engineering […] | publish | Uncategorized | open | open | pr-387-11200-r01-all-weld-metal-strip-tensile-testing-of-narrow-groove-pipeline-girth-welds | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-387-11200-r01-all-weld-metal-strip-tensile-testing-of-narrow-groove-pipeline-girth-welds/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 06/09/2013 | 3571 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline Research Council International, Inc. (PRCI) required guidelines for pipeline valve stem seals in CO2 rich applications such as for enhanced oil recovery (EOR) and carbon capture and storage (CCS). In particular, guidance was needed to ascertain when standard O-rings may be used, when a switch to rapid gas decompression (RGD) resistant O-rings is recommended and when O-rings should be replaced by more robust energized lip seals and/or by more robust seal materials. The guidelines would interface with both NORSOK M 710 Rev. 3 and ISO 23936-2, and give specific details on procedures, steps and decisions that have to be taken when attempting to qualify seals for dense phase CO2 use. In order to develop these guidelines, two well established sealing compounds having proven RGD resistance were selected for study, along with two materials which were not known for their RGD resistance. RGD testing was performed on housed O-rings of each compound using 4 different gas compositions that cover an appropriate range of field conditions for CO2 applications. | PR-389-114503-R01 Leak Prevention in CO2 Pipeline Valves and Launches By Correct Seal Material Selection | Pipeline Research Council International, Inc. (PRCI) required guidelines for pipeline valve stem seals in CO2 rich applications such as for enhanced oil recovery (EOR) and carbon capture and storage (CCS). […] | publish | Uncategorized | open | open | pr-389-114503-r01-leak-prevention-in-co2-pipeline-valves-and-launches-by-correct-seal-material-selection | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-389-114503-r01-leak-prevention-in-co2-pipeline-valves-and-launches-by-correct-seal-material-selection/ | 0 | 0 | raw | default | 5.000 | Design, Materials & Construction | |||||||
| 11/03/2014 | 3572 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | PRCI required guidelines for pipeline valve stem seals in CO2 rich applications such as for enhanced oil recovery (EOR) and carbon capture and storage (CCS). In particular, guidance was needed to ascertain when standard O-rings may be used, when a switch to rapid gas decompression (RGD) resistant O-rings is recommended and when O-rings should be replaced by more robust energized lip seals and/or by more robust seal materials. The guidelines would interface with both NORSOK M 710 Rev. 3 and ISO 23936-2, and give specific details on procedures, steps and decisions that have to be taken when attempting to qualify seals for dense phase CO2 use. In order to develop these guidelines, well established sealing compounds having proven RGD resistance were selected for study, along with materials which were not known for their RGD resistance. RGD testing was performed on housed O-rings of each compound using CO2 rich applications. The previous Phase I of the project was carried out with a decompression rate of 20 bar/min over 8 RGD cycles. In this Phase II of the project more severe 70 and 127 bar/min rates were used. Also for the 20 bar/min rates the number of RGD cycles was increased to 50 to see how robust the seal materials could be. | PR-389-114503-R02 Leak Prevention in CO2 Pipeline Valves and Launches by Correct Seal Material Selection | PRCI required guidelines for pipeline valve stem seals in CO2 rich applications such as for enhanced oil recovery (EOR) and carbon capture and storage (CCS). In particular, guidance was needed […] | publish | Uncategorized | open | open | pr-389-114503-r02-leak-prevention-in-co2-pipeline-valves-and-launches-by-correct-seal-material-selection | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-389-114503-r02-leak-prevention-in-co2-pipeline-valves-and-launches-by-correct-seal-material-selection/ | 0 | 0 | raw | default | 4.500 | Design, Materials & Construction | |||||||
| 11/05/2022 | 3573 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document is CYBERNETIX's Specification for future HR-XCT tool suitable for midwater subsea operations with the ultimate goal of producing an operational subsea tool | PR393-215101-R01 IRIS X-ray CT for Flexible Pipes | This document is CYBERNETIX’s Specification for future HR-XCT tool suitable for midwater subsea operations with the ultimate goal of producing an operational subsea tool | publish | Uncategorized | open | open | pr393-215101-r01-iris-x-ray-ct-for-flexible-pipes | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr393-215101-r01-iris-x-ray-ct-for-flexible-pipes/ | 0 | 0 | raw | default | 500 | Subsea | |||||||
| 15/06/2021 | 3534 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The focus of this project is on the use of Type-B sleeves to enhance the strain capacity of girth welds. This enhancement option was selected by the project team at the start of the project. In addition, the project team chose to examine this enhancement option on the girth welds of vintage pipelines. The objectives of this project are to: (1) examine Type-B sleeves for enhancing pipeline strain capacity and (2) develop recommendations to properly apply Type-B sleeves. | PR-350-174509-R01 Enhancing Strain Capacity of Pipelines Subjected to Geohazards | The focus of this project is on the use of Type-B sleeves to enhance the strain capacity of girth welds. This enhancement option was selected by the project team at […] | publish | Uncategorized | open | open | pr-350-174509-r01-enhancing-strain-capacity-of-pipelines-subjected-to-geohazards | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-350-174509-r01-enhancing-strain-capacity-of-pipelines-subjected-to-geohazards/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 23/02/2021 | 3535 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Excavation and backfill of in-service pipelines in areas of geohazards could face some unique challenges. The buried pipelines could be subjected to moderate to high levels of longitudinal/axial strains and stresses at the time of excavation. Operators need to make decisions on when and how to excavate and backfill, which can have impact on the public safety, environment, safety of the personnel working on the site, and pipeline operations. Industry-wide guidance or best practice does not yet exist. This report provides guidance for excavation and backfill procedures in the areas of geohazards and addresses site stability and pipeline integrity for the pipeline segments already or potentially under high axial strain and stress. The guidance covers recommendations on three key work areas: preparation, excavation, and backfill. The guidance can be used as a reference by pipeline operators and contractors when carrying out excavation and backfill in areas of geohazards. Alternatively, elements of the guidance could be incorporated into existing company procedures as appropriate. Even with known gaps in this subject area, the adoption of the recommendations in this guidance should lead to improved safety and integrity of pipelines. | PR350-174515-R01 Guidance on Excavation and Backfill in Areas of High Axial Strain and Stress | Excavation and backfill of in-service pipelines in areas of geohazards could face some unique challenges. The buried pipelines could be subjected to moderate to high levels of longitudinal/axial strains and […] | publish | Uncategorized | open | open | pr350-174515-r01-guidance-on-excavation-and-backfill-in-areas-of-high-axial-strain-and-stress | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr350-174515-r01-guidance-on-excavation-and-backfill-in-areas-of-high-axial-strain-and-stress/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 16/01/2026 | 3536 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A comprehensive metal loss [1] assessment model was developed in a multiyear effort that enables more accurate assessment of metal loss as detected and sized using the current in-line and in-the-ditch tools as compared to existing in-line inspection assessment methods. The performance of the assessment model produced by this work was validated against 140 full-scale burst tests. Improved accuracy was achieved with reduced scatter and demonstrated regarding the burst pressure predictions over a wide range of metal loss feature geometries and pipe attributes, compared to several prevalent assessment models. The model was implemented as a Python-based software with built-in support for typical NDT data formats. The software and this report constitute the deliverables of this effort. This accurate and precise metal loss assessment model will help pipeline operators: (1) make informed decisions about maintenance and mitigation work, which targets anomalies that pose the greatest risk and (2) save time and cost of the integrity management of metal loss anomalies through reducing unnecessary digs and repairs. The formulation of this model facilitates its use with current technology ILI metal-loss tools that rely on boxing features, as well as with future generation tools that will characterize a digital-twin of the metal-loss. [1] Metal loss in this report refers to metal loss due to corrosion. The terms "metal loss" and "corrosion" are used interchangeably. Within this zipped package is a zipped folder "PR350-203605-S01 Metal Loss Assessment Software Tool.zip" containing the following files related to the python implementation of the EC-2-10 metal loss assessment procedures: - "PRCI Software EULA.pdf": PRCI Software End User License Agreement - "PR350-203605-M01 Development of Comprehensive Metal Loss Assessment Methodologies - Software Manual.pdf": user instructions file - "PR350-203605-S01-EC-2-10-MLAssessment.py": Python script file of the tool - "requirements.txt": dependency file compatible with the Python package installer (pip) - "Single_feature_matrix_coef_v3.csv": tabulated stress model parameters required by the tool - "check_case_list.csv": list of check case input files; also serves as template for batch processing - "check_case_files": folder containing input files for check cases; the check case files also serve as input templates - "check_case_results.csv": expected output file for check cases, including -- "13-2015-16-6.CSV" -- "benjamin2016-IDTS13.CSV" -- "benjamin2016-IDTS21.CSV" | PR350-203605-Z01 Development of Comprehensive Metal Loss Assessment Methodologies | A comprehensive metal loss [1] assessment model was developed in a multiyear effort that enables more accurate assessment of metal loss as detected and sized using the current in-line and […] | publish | Uncategorized | open | open | pr350-203605-z01-development-of-comprehensive-metal-loss-assessment-methodologies | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr350-203605-z01-development-of-comprehensive-metal-loss-assessment-methodologies/ | 0 | 0 | raw | default | 250 | Corrosion | |||||||
| 30/06/2025 | 3537 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | There have been a number of notable girth weld failures in newly constructed pipelines in North America, Asia, and South America. The primary contributors to the North America incidents have been identified as (1) weld strength undermatching, (2) heat-affected zone softening, and (3) elevated stress-strain in the affected girth welds. This project is a continuation of previous PRCI supported work and JIP with a particular focus on addressing the first two contributors through enhanced girth welding procedure qualification. Three test options for enhanced welding procedure qualification are proposed, including - All-weld-metal tensile (AWMT) test, - Non-instrumented cross-weld tensile (CWT) test, and - Instrumented cross-weld tensile (ICWT) test. These test options are intended as supplemental requirements to the qualification requirements in applicable standards. Adding some of the test options and associated acceptance criteria in welding procedure qualification should minimize the possibility of excessive weld strength undermatching and HAZ softening, thus leading to production welds having greater strain tolerance than that could be achieved without such tests. It is recognized that adding additional tests and qualification requirements can increase the complexity of welding procedure qualification processes. However, adding at least one of the test options is necessary to minimize the possibility of low strain failures of girth welds in newly constructed pipelines, including CO2 and H2 pipelines. The pipeline industry can benefit from enhanced safety and public trust. | PR350-214509-R01 Test Options for Enhanced Welding Procedure Qualification | There have been a number of notable girth weld failures in newly constructed pipelines in North America, Asia, and South America. The primary contributors to the North America incidents have […] | publish | Uncategorized | open | open | pr350-214509-r01-test-options-for-enhanced-welding-procedure-qualification | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr350-214509-r01-test-options-for-enhanced-welding-procedure-qualification/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 28/11/2023 | 3538 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The primary objective of this project is to investigate the occurrence of HAZ softening and its implications for the integrity of sleeve and branch assemblies. By conducting comprehensive tests and analyses, this research aims to provide insights into when HAZ softening may occur and how it could affect the assembly's structural integrity. | PR-350-214511-R01 Impact of HAZ Softening on the Integrity of Type-B Sleeves and Branch Connections | The primary objective of this project is to investigate the occurrence of HAZ softening and its implications for the integrity of sleeve and branch assemblies. By conducting comprehensive tests and […] | publish | Uncategorized | open | open | pr-350-214511-r01-impact-of-haz-softening-on-the-integrity-of-type-b-sleeves-and-branch-connections | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-350-214511-r01-impact-of-haz-softening-on-the-integrity-of-type-b-sleeves-and-branch-connections/ | 0 | 0 | raw | default | 500 | Design, Materials & Construction | |||||||
| 10/02/2025 | 3539 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | High longitudinal stresses in pipelines can be a major contributor to failures of girth welds and circumferentially oriented flaws. These high stresses are frequently associated with construction and maintenance activities, such as excavation and backfill in new construction, pipe replacement, and integrity digs. There are currently no industry-wide guidelines for the management of construction- and maintenance-related stresses. The objective of this project is to develop such guidelines by extracting and streamlining the best practices from pipeline operators and other sources. Evidence collected in this project suggests that settlement after excavation and backfill can be a major source of high longitudinal/axial stresses. Crossings and locations near a body of water are particularly susceptible to such settlement-induced high longitudinal/axial stresses. The review of 675-mile ILI IMU reported strain features suggests, even without or with minimum geohazards, locations with longitudinal/axial strain exceeding that corresponding to 90%SMYS (ASME B31.4 and B31.8 design limit for most pipelines) are not rare, occurring at frequency of approximately 1.5 instances per mile. Excavation and backfill practices were reviewed through a targeted survey of project team members and direct communication with other SMEs identified by the project team members. General guidelines have been developed for (1) supporting the unsupported pipeline segments during excavation, (2) excavation, (3) backfill and compaction. When implemented, these guidelines will likely lead to reduced longitudinal/axial stresses. It is also recognized, however, that more specific procedures may be needed for pipeline sections that are within a deep overly excavated section (i.e., such as crossings and locations near bodies of water). | PR350-224502-R02 Managing Longitudinal Stresses from Uneven Support and Settlement | High longitudinal stresses in pipelines can be a major contributor to failures of girth welds and circumferentially oriented flaws. These high stresses are frequently associated with construction and maintenance activities, […] | publish | Uncategorized | open | open | pr350-224502-r02-managing-longitudinal-stresses-from-uneven-support-and-settlement | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr350-224502-r02-managing-longitudinal-stresses-from-uneven-support-and-settlement/ | 0 | 0 | raw | default | 8.000 | Design, Materials & Construction | |||||||
| 16/04/2025 | 3540 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Selective seam weld corrosion (SSWC) is a form of corrosion attack that preferentially occurs along the weld bond line/fusion zone of linepipes. SSWC is an integrity threat mainly for vintage pipes, particularly those manufactured before 1970 using ERW (DC-ERW and LF-ERW) and flash welding. SSWC has resulted in multiple pipeline failures. Assessing the significance of SSWC, e.g., producing a reasonably accurate prediction of burst pressure of a pipeline segment containing SSWC, remains a challenge for the pipeline industry. This project consists of four major parts: - Review prior work on burst pressure prediction, - Evaluate the performance of current burst pressure models against the 12 SSWC failures described in a previously published report, - Use a first-principles approach to examine the relative impact of factors affecting the burst pressure prediction of SSWC, and - Develop directions for improving burst pressure predictions for pipeline segments containing SSWC. The evaluation of the current burst pressure models enables the understanding of their limitations and the potentials for improvements. The examination of various factors affecting burst pressure prediction allows the identification of major factors that must be incorporated into future burst pressure models for accurate burst pressure prediction. The outcomes of this work provide clear directions for future model improvements. | PR350-233804-R01 Comprehensive Review of SSWC Assessment | Selective seam weld corrosion (SSWC) is a form of corrosion attack that preferentially occurs along the weld bond line/fusion zone of linepipes. SSWC is an integrity threat mainly for vintage […] | publish | Uncategorized | open | open | pr350-233804-r01-comprehensive-review-of-sswc-assessment | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr350-233804-r01-comprehensive-review-of-sswc-assessment/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 27/10/2025 | 3541 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project is intended to facilitate the technology transfer from PRCI research results and other published work to the fitness-for-service (FFS) standard API 579-1/ASME FFS-1. The covered PRCI research results include: (1) crack/flaw interaction rules and (2) fatigue crack growth rates as expressed by Paris law constants for axially oriented flaws/cracks. The other published work includes: (1) incorporation of weld strength mismatch into stress-based FFS assessment and (2) guidance on performing Level 3 FFS assessment for pipelines subjected to high longitudinal/axial strains. The primary target audience is the API 579-1/ASME FFS-1 committee, whose actions would be needed to adopt the recommendations in this report into the API 579-1/ASME FFS-1 standard. | PR350-234508-R01 Technology Transfer Fitness-for-Service Standard API 579-1 ASME FFS-1 | This project is intended to facilitate the technology transfer from PRCI research results and other published work to the fitness-for-service (FFS) standard API 579-1/ASME FFS-1. The covered PRCI research results […] | publish | Uncategorized | open | open | pr350-234508-r01-technology-transfer-fitness-for-service-standard-api-579-1-asme-ffs-1 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr350-234508-r01-technology-transfer-fitness-for-service-standard-api-579-1-asme-ffs-1/ | 0 | 0 | raw | default | 50 | Corrosion | |||||||
| 23/05/2019 | 3542 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Protocols have been developed to ensure complete and consistent collection of PRCI USM calibration data, logs files and documentation of test piping layout. The protocols also describe how to organize the data for inclusion in the PRCI USM test results database. The database processes the test results into standardized test reports and organizes the data for additional what if analysis of individual and combined test result sets. The zip file includes Excel spreadsheet templates for capturing the data for import into the database. There is also a related webinar. | PR-352-16603-Z01 Standardized Meter Calibration Data Protocol and Storage | Protocols have been developed to ensure complete and consistent collection of PRCI USM calibration data, logs files and documentation of test piping layout. The protocols also describe how to organize […] | publish | Uncategorized | open | open | pr-352-16603-z01-standardized-meter-calibration-data-protocol-and-storage | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-352-16603-z01-standardized-meter-calibration-data-protocol-and-storage/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 09/03/2020 | 3543 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Data collection protocols and a common database have been developed to ensure complete and consistent collection of ultrasonic meter (USM) calibration data, logs files and documentation of test piping layout. By using an Excel input table spreadsheet, with instructions on how to organize the collected data, users can easily input data from multiple types of ultrasonic meters. The database retains the original calibration and log file data and processes the test results into standardized velocity and speed of sound reports. This organization supports reporting the original meter specific log file data and diagnostics as well as common velocity/speed of sound analysis of the test results. As the database of test results grows over time, additional comparative and what if analysis of the test results will provide insight into ultrasonic meter measurement capabilities. This report describes the database design and data processing data flow. It is targeted at IT professionals who will install, operate and maintain the database. This report has a related webinar. | PR-352-16603-Z02 Multi-Vendor USM Test and Calibration Database | Data collection protocols and a common database have been developed to ensure complete and consistent collection of ultrasonic meter (USM) calibration data, logs files and documentation of test piping layout. […] | publish | Uncategorized | open | open | pr-352-16603-z02-multi-vendor-usm-test-and-calibration-database | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-352-16603-z02-multi-vendor-usm-test-and-calibration-database/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 12/11/2024 | 3544 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes the ultrasonic meter manufactures' diagnostic ratios used to quantify operating changes and describes any major differences in how the meter design affects these ratios. These comparisons are summarized in a simple comparison table along with a table of manufacturer recommended diagnostic limits. Manufacturer diagnostics reports have been added to the PRCI Ultrasonic Meter Test Results Database available on the VTDC. This database can be used for several purposes. Users can compare the extent to which different meter designs compensate for the arbitrary 3-dimensional flow fields caused by flow disturbances. Users can also evaluate the ability of manufacturer diagnostic limits to identify when the disturbances exceed the meter's compensation capabilities. And finally, the database provides the ability to compare the advantages of replacing the manufacture's diagnostic with RSS risk diagnostics that monitor and report the same changes as statistical uncertainties that can be used to prioritize and action design and operating problems. | PR352-23601-R01 Literature Review of USM OEM Diagnostics and Evaluate Certain Abnormal Flow Conditions | This report describes the ultrasonic meter manufactures’ diagnostic ratios used to quantify operating changes and describes any major differences in how the meter design affects these ratios. These comparisons are […] | publish | Uncategorized | open | open | pr352-23601-r01-literature-review-of-usm-oem-diagnostics-and-evaluate-certain-abnormal-flow-conditions | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr352-23601-r01-literature-review-of-usm-oem-diagnostics-and-evaluate-certain-abnormal-flow-conditions/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 01/11/1971 | 3545 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Development of specifications for unique, standard signs for marking buried gas pipelines. | PR-3-53-R01 Development of Standard Line-Marker Signs | Development of specifications for unique, standard signs for marking buried gas pipelines. | publish | Uncategorized | open | open | pr-3-53-r01-development-of-standard-line-marker-signs | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-3-53-r01-development-of-standard-line-marker-signs/ | 0 | 0 | raw | default | 7.500 | Legacy | |||||||
| 17/02/2016 | 3546 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Further reductions in NOx emissions while maintaining optimum engine performance can only be obtained by improving engine combustion control at the cylinder level. This requires cylinder level sensors capable of continuously monitoring combustion performance in both the main combustion chamber (MCC) and the pre-combustion chamber (PCC) and electronically actuated valves that can respond to those measurements. Until recently, in-PCC combustion measurements on spark ignited engines were only possible in the laboratory using very expensive pressure sensors with extremely short lives. Ion Sense offers a non-intrusive, robust and cost effective method to monitor in-PCC combustion in the field on a continuous basis. Derived from automotive technology, ion sense utilizes post ignition ionization measurements from a standard spark plug. When measured from a spark plug mounted in a PCC Ion Sense provides a wealth of previously unavailable information on misfire, instability, flame initiation, early flame propagation, in PCC air/fuel ratio, etc. This work investigated the use of ion sense data collected in the PCC to monitor and control in PCC air/fuel ratio, main chamber air/fuel ratio and the timing of combustion events in both. This paper reports on the results of this testing as well as describing the optimization strategy developed which is applicable to the full range of pipeline engines. | PR-360-08207-R01 Cylinder Level Sensing and Control on Typical Pipeline Engines | Further reductions in NOx emissions while maintaining optimum engine performance can only be obtained by improving engine combustion control at the cylinder level. This requires cylinder level sensors capable of […] | publish | Uncategorized | open | open | pr-360-08207-r01-cylinder-level-sensing-and-control-on-typical-pipeline-engines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-360-08207-r01-cylinder-level-sensing-and-control-on-typical-pipeline-engines/ | 0 | 0 | raw | default | 150 | Compressor & Pump Station | |||||||
| 18/02/2016 | 3547 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report summarizes the outcome of the Pipeline Research Council International, Inc. (PRCI) Emis-sions Reduction for Legacy Engines (ERLE) program. The overall objective was to develop technical options that allow 80% of legacy engines to achieve anticipated NOx requirements (approximately 0.5 g/BHP-hr), with no increase in other emissions or fuel consumption, no decrease in operating range or stability, and costs ranging from 1/6 to 1/3 of new engine replacement costs. The program culmination consisted of field tests of two typical pipeline engines retrofitted with suites of these technologies. The tests results confirmed that the technologies offer benefits in emissions reduction, improved engine stability and efficiency and increased operating range meeting or exceeding the original program goals. The results also identified opportunities for further research and possible improvement in pre-combustion chamber (PCC) fueling strategies, starting strategies for PCC fitted engines and methods to quantify engine damage incurred during start, idle and low load operation vs. typical loaded operation. | PR-360-10209-R01 Field Test of Integrated ERLE Technology | This report summarizes the outcome of the Pipeline Research Council International, Inc. (PRCI) Emis-sions Reduction for Legacy Engines (ERLE) program. The overall objective was to develop technical options that allow […] | publish | Uncategorized | open | open | pr-360-10209-r01-field-test-of-integrated-erle-technology | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-360-10209-r01-field-test-of-integrated-erle-technology/ | 0 | 0 | raw | default | 150 | Compressor & Pump Station | |||||||
| 27/02/2018 | 3548 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The overall aim of the project is to identify the best practices in measurement system design and proving procedures in order to reduce measurement uncertainty. This is in recognition that improvements made to the calibration of flow meters would have a direct correlation in reducing system measurement uncertainty, improving overall pipeline balancing, and, amongst other benefits, reducing the minimum detection thresholds of leak detection systems. The project includes an extensive literature review of proving practices, standards, developments and case studies. This was balanced by an industrial survey which collected views, experiences and priorities. A gap analysis was then conducted on the literature and survey results to meet the project's recommendations on areas of improvement and derived priorities. The proving of ultrasonic and Coriolis flow meters requires special attention. By analyzing the existing literature, the project considers such concerns and presents suggestions for these devices in particular. This report has a related webinar. | PR-363-17602-R03 Gap Analysis in Liquid Volume Proving Methods | The overall aim of the project is to identify the best practices in measurement system design and proving procedures in order to reduce measurement uncertainty. This is in recognition that […] | publish | Uncategorized | open | open | pr-363-17602-r03-gap-analysis-in-liquid-volume-proving-methods | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-363-17602-r03-gap-analysis-in-liquid-volume-proving-methods/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 29/09/2022 | 3549 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | As a Strategic Research Priority (SRP), one of the key research objectives for PRCI and its members includes reducing Greenhouse Gas (GHG) from pipeline systems by developing, demonstrating, and validating processes and sensors to detect, quantify, and mitigate such releases. Identification of unexpected deviations in unit efficiency would allow operators to make timely repairs or adjustments to restore efficiency and minimize related greenhouse gases required to drive compressors and pumps. This report covers existing and emerging sensors that can be used to install retrofit flow measurement equipment to compressors and pumps, considering the unique equipment challenges. | PR-363-21601-Z01 Flow Sensors for Continuous Equipment Monitoring | As a Strategic Research Priority (SRP), one of the key research objectives for PRCI and its members includes reducing Greenhouse Gas (GHG) from pipeline systems by developing, demonstrating, and validating […] | publish | Uncategorized | open | open | pr-363-21601-z01-flow-sensors-for-continuous-equipment-monitoring | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-363-21601-z01-flow-sensors-for-continuous-equipment-monitoring/ | 0 | 0 | raw | default | 3.400 | Measurement | |||||||
| 02/04/2026 | 3550 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The reliability of recalibration intervals for flow measurement instrumentation is critical to maintaining measurement confidence and operational efficiency in pipeline and process measurement systems. Current industry practice typically relies on fixed, time-based recalibration schedules that do not explicitly account for instrument stability, diagnostic capability, or historical performance, which can result in inefficient calibration practices. This document addresses the application of data-driven approaches for defining recalibration and verification intervals for pressure transmitters, ultrasonic flowmeters, and Coriolis flowmeters. The objective is to evaluate how historical calibration data, field proving data, and available diagnostic information can be used to support recalibration strategies that move beyond fixed calendar-based intervals while maintaining measurement assurance. This document aims to help asset integrity engineers, metering engineers, and measurement specialists incorporate data-driven recalibration concepts into internal procedures and specifications. It provides guidance on the types of data required, analytical frameworks that may be applied, and key considerations for implementation to support consistent, evidence-based calibration management practices. | PR363-256006-R01 Data Driven Models for Flow Measurement Instrumentation | The reliability of recalibration intervals for flow measurement instrumentation is critical to maintaining measurement confidence and operational efficiency in pipeline and process measurement systems. Current industry practice typically relies on […] | publish | Uncategorized | open | open | pr363-256006-r01-data-driven-models-for-flow-measurement-instrumentation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr363-256006-r01-data-driven-models-for-flow-measurement-instrumentation/ | 0 | 0 | raw | default | 100 | Measurement | |||||||
| 13/03/2026 | 3551 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Electromagnetic flowmeters are increasingly used to measure produced water and fresh water in oil and gas operations, yet uncertainty remains regarding installation effects, calibration practices, and suitability for custody-transfer and allocation service. This report reviews the current application of electromagnetic flow measurement based on a comprehensive assessment of manufacturer guidance, peer-reviewed literature, and industry standards. It summarizes established best practices, identifies gaps in existing guidance and data, and provides practical recommendations for meter selection, installation, and calibration. An evaluation framework is also proposed to support future performance testing. The findings are intended to support operators, metering engineers, and standards bodies in improving measurement confidence and consistency, and to inform the development of API MPMS guidance on electromagnetic flow measurement. | PR363-256007-R01 Installation Effects on Electromagnetic Flowmeters | Electromagnetic flowmeters are increasingly used to measure produced water and fresh water in oil and gas operations, yet uncertainty remains regarding installation effects, calibration practices, and suitability for custody-transfer and […] | publish | Uncategorized | open | open | pr363-256007-r01-installation-effects-on-electromagnetic-flowmeters | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr363-256007-r01-installation-effects-on-electromagnetic-flowmeters/ | 0 | 0 | raw | default | 100 | Measurement | |||||||
| 10/10/2012 | 3552 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
In many applications within the oil and gas industries, and in particular in the measurement of flow, differential pressure transmitters must operate with high accuracy and repeatability. The uncertainty of the measurement of flow varies proportionately to the uncertainty associated with the differential pressure measurement. There are many issues that arise from using differential type meters, and many of these issues are attributable to the differential pressure measurement. Issues such as turndown, linearity, repeatability, hysteresis and others are all important aspects of the differential pressure measurement. To ensure proper differential pressure measurement the oil and gas industry currently requires differential meters to be “calibrated†in the field. Several studies have shown that there are serious issues involved with performing that calibration in the field. This overall purpose of the Pipeline Research Council International, Inc’s (PRCI) investigation is to determine what these issues are, and how these issues can best be addressed. PRCI has contracted Colorado Engineering Experiment Station Inc. (CEESI) to perform the investigation. The investigation consisted of two milestones, a literature review and laboratory work. The literature review covered applicable industry standards, papers, articles, and manufacturer’s specifications. The results of the literature review are included in this report. The second milestone is the laboratory work. This work was performed at the CEESI facility in Colorado during 2011. The results are included in this report. |
PR-364-09601-R01 Investigation into High Pressure DP Transmitter Calibration | In many applications within the oil and gas industries, and in particular in the measurement of flow, differential pressure transmitters must operate with high accuracy and repeatability. The uncertainty of […] | publish | Uncategorized | open | open | pr-364-09601-r01-investigation-into-high-pressure-dp-transmitter-calibration | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-364-09601-r01-investigation-into-high-pressure-dp-transmitter-calibration/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 31/01/1973 | 3553 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The overall objective of this research was the development of economically and technically satisfactory concrete/coating/waterproofing systems for low-density weight coatings for offshore gas transmission pipe which can be practically applied by pipe fabrication contractors. To meet this objective the program was divided into the following five major tasks: · Site Visits (Coating Fabricators) · Development of Lightweight Concretes · Evaluation of Waterproofing Concepts · Field Trials · Economic Analysis | PR-3-64-R01 Low Specific Gravity Weight Coated Pipe for Offshore Pipelines – Methods and Materials | The overall objective of this research was the development of economically and technically satisfactory concrete/coating/waterproofing systems for low-density weight coatings for offshore gas transmission pipe which can be practically applied […] | publish | Uncategorized | open | open | pr-3-64-r01-low-specific-gravity-weight-coated-pipe-for-offshore-pipelines-methods-and-materials | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-3-64-r01-low-specific-gravity-weight-coated-pipe-for-offshore-pipelines-methods-and-materials/ | 0 | 0 | raw | default | 2.550 | Legacy | |||||||
| 23/09/1985 | 3514 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Evaluates the performance of the GINO2S air dispersion model. | PR-3-424-R01 GINO2s Validation Protocol | Evaluates the performance of the GINO2S air dispersion model. | publish | Uncategorized | open | open | pr-3-424-r01-gino2s-validation-protocol | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-3-424-r01-gino2s-validation-protocol/ | 0 | 0 | raw | default | 550 | Legacy | |||||||
| 01/08/2007 | 3515 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Public domain information on USM recalibration was reviewed. Additional publications have addressed the stability of USM’s that are permanently installed in the flow calibration loops at Certified Flow Calibration facilities. | PR-343-06605-R01 Analysis of Recalibration Data in the Public Domain | Public domain information on USM recalibration was reviewed. Additional publications have addressed the stability of USM’s that are permanently installed in the flow calibration loops at Certified Flow Calibration facilities. | publish | Uncategorized | open | open | pr-343-06605-r01-analysis-of-recalibration-data-in-the-public-domain | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-343-06605-r01-analysis-of-recalibration-data-in-the-public-domain/ | 0 | 0 | raw | default | 7.875 | Measurement | |||||||
| 17/08/2009 | 3516 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This program is intended to improve the understanding of the stability over time of gas multi-path ultrasonic flow meters (USMs). Within the Natural Gas Industry, there are currently on universal standards requiring periodic recalibration of USMs. Removing these flow meters from serviced for recalibration is costly and inconvenient. However, the primary reason that a recalibration standard does not exist is the lack of definitive data regarding the long-term stability of installed USMs. In order to address this situation, collection and analysis of data was performed to help formulate a recalibration guideline. Specific tasks include: (1) review and utilization of existing published technical papers, (2) working with certified flow calibration facilities to obtain data, (3) obtaining data from USM manufactures on changing of electronics and/or transducers, (4) obtaining historical recalibration data, and (5) participation in selected recalibrations by PRCI member companies. | PR-343-06605-R02 USM Recalibration Frequency | This program is intended to improve the understanding of the stability over time of gas multi-path ultrasonic flow meters (USMs). Within the Natural Gas Industry, there are currently on universal […] | publish | Uncategorized | open | open | pr-343-06605-r02-usm-recalibration-frequency | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-343-06605-r02-usm-recalibration-frequency/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 22/01/2013 | 3517 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | From experimental data, published papers and manufacturers’ information, a Best Practices Guide to the Installation and Use of Clamp-On Ultrasonic Meters in Natural Gas Service has been produced. The guide provides information on the fundamental principals of Clamp-on meters in natural gas service as well as best practices for installation. | PR-343-12607-R01 Sensitivity of Clamp-On Ultrasonic Meters to Installation Effects and Pipe Condition | From experimental data, published papers and manufacturers’ information, a Best Practices Guide to the Installation and Use of Clamp-On Ultrasonic Meters in Natural Gas Service has been produced. The guide […] | publish | Uncategorized | open | open | pr-343-12607-r01-sensitivity-of-clamp-on-ultrasonic-meters-to-installation-effects-and-pipe-condition | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-343-12607-r01-sensitivity-of-clamp-on-ultrasonic-meters-to-installation-effects-and-pipe-condition/ | 0 | 0 | raw | default | 2.500 | Measurement | |||||||
| 17/12/2014 | 3518 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
Ultrasonic flow meters, especially those that exploit multiple paths to achieve higher accuracies, are capable of extensive self-diagnosis. Each ultrasonic meter manufacturer has tended to devel-op diagnostic tools specific to his particular device. This has led to a confusing mix of offerings that are not transportable between meters and whose names and interpretations are not always consistent. The focus of this effort has been to examine four areas that yield information indicative of both the health of the meter and the quality of the measurements it is providing: (1) the meter design and how this impacts the individual diagnostics, (2) the timing aspects of the measurement, (3) the indicators of transducer performance and (4) the observed velocity profile characteristics. This work extends the previous analysis of Daniel and Instromet (Elster) ultrasonic meters to in-clude Sick and Krohne meters. It also updates the Daniel and Instromet information and looks at graphical displays that help with condition based monitoring. |
PR-343-14601-R01 Smart USM Diagnostics – Phase 3 | Ultrasonic flow meters, especially those that exploit multiple paths to achieve higher accuracies, are capable of extensive self-diagnosis. Each ultrasonic meter manufacturer has tended to devel-op diagnostic tools specific to […] | publish | Uncategorized | open | open | pr-343-14601-r01-smart-usm-diagnostics-phase-3 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-343-14601-r01-smart-usm-diagnostics-phase-3/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 31/08/2015 | 3519 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In this project, all relevant publications available since the completion of the previous PRCI recalibration research efforts (5 years) that address the stability of ultrasonic meters and the results of recalibration were reviewed. The review concentrates on the use of ultrasonic meter diagnostics as a guideline for the need for recalibration rather than time in service. This study includes subsequent recalibration data and a questionnaire to indicate if users of ultrasonic meters have utilized ultrasonic meter diagnostics to determine the need for recalibration. | PR-343-14605-R01 Ultrasonic Meter Recalibration Frequency Phase 2 | In this project, all relevant publications available since the completion of the previous PRCI recalibration research efforts (5 years) that address the stability of ultrasonic meters and the results of […] | publish | Uncategorized | open | open | pr-343-14605-r01-ultrasonic-meter-recalibration-frequency-phase-2 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-343-14605-r01-ultrasonic-meter-recalibration-frequency-phase-2/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 02/02/2015 | 3520 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In natural gas transmission and distribution, many metering stations utilize gas chromatography to ensure the gas complies with the pipeline’s gas quality tariff provisions and to determine the chemical energy content of the gas for billing purposes. It is also used as a check on the operation of gas ultrasonic flowmeters through a calculation of the speed of sound in the gas. Because of limitations on existing gas chromatographs (GC’s), including high installed cost, analysis time, carrier gas consumption and others, there is a desire to consider alternate technologies for natural gas analysis. PRCI has sponsored a study of technologies that utilize the variation in absorption/scattering of optical wavelengths by different molecules. The purpose of this study is to extend that study to the use of additional technologies, such as MEMS (Micro-Electro-Mechanical Systems). This is not a new approach, but recent advancements offer a greater possibility of achievement of the desired goals than in the past. This study reviewed and evaluated work in process with MEMS technology to provide a smaller, less ex-pensive, lower-power and faster GC that can be utilized in a Class 1 Division 2 area. Developments at both commercial firms and in university MEMS research programs have been included. Since there have been several programs to evaluate ‘energy meters’ that attempt to measure gas quality by calculating the BTU content of a gas sample, this study focused on micro-GC’s that can make a much more precise measurement of gas quality. | PR-343-14607-R01 Miniaturized Gas Chromatography and Gas Quality Sensor | In natural gas transmission and distribution, many metering stations utilize gas chromatography to ensure the gas complies with the pipeline’s gas quality tariff provisions and to determine the chemical energy […] | publish | Uncategorized | open | open | pr-343-14607-r01-miniaturized-gas-chromatography-and-gas-quality-sensor | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-343-14607-r01-miniaturized-gas-chromatography-and-gas-quality-sensor/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 21/03/2013 | 3521 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
This report summarizes results of the research study titled, “Determine New Design and Construction Techniques for Transportation of Ethanol and Ethanol/Gasoline Blends in New Pipelines†(WP #394 / DTPH56-09-T-000003). It was prepared for the United States Department of Transportation, Pipeline and Hazardous Materials Safety Administration, Office of Pipeline Safety. The technical tasks in this study included activities to characterize the impact of selected metallurgical processing and fabrication variables on ethanol stress corrosion cracking (ethanol SCC) of new pipeline steels, develop a better understanding of conditions that cause susceptibility to ethanol SCC in fuel grade ethanol (FGE) to support better monitoring and control, and develop data / insights to provide industry-recognized standards and guidelines to reduce the occurrence of ethanol SCC. This research was approached through a collaboration of Honeywell Process Solutions (Honeywell), the Edison Welding Institute (EWI), and Electricore Inc. (prime contractor) with oversight and co-funding by the Pipeline Research Council International (PRCI) and Colonial Pipeline.
The program's tasks were as follows:
Evaluation of Steel Microstructure Effect on Ethanol SCC Resistance Effects of Welding and Residual Stress Evaluation of Surface Treatment Effects Evaluate Effects of Pipe Manufacturing Process Specification of Polymeric Materials for New Construction Control and Monitoring of Oxygen Uptake Internal Corrosion Monitoring Standardization of SCC Test Methods Roadmap for Industry Guidelines for Safe and Reliable Pipeline Handling of FGE |
PR-348-09602-R01 Determine New Design and Construction Techniques for Transportation of Ethanol | This report summarizes results of the research study titled, “Determine New Design and Construction Techniques for Transportation of Ethanol and Ethanol/Gasoline Blends in New Pipelines†(WP #394 / DTPH56-09-T-000003). It […] | publish | Uncategorized | open | open | pr-348-09602-r01-determine-new-design-and-construction-techniques-for-transportation-of-ethanol | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-348-09602-r01-determine-new-design-and-construction-techniques-for-transportation-of-ethanol/ | 0 | 0 | raw | default | 50 | Corrosion | |||||||
| 30/08/2011 | 3522 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report specifically covers the work of the second project aimed at the development of second generation tensile strain design models. This project covers the development of tensile strain design models which form a key part of the strain-based design of pipelines. The strain-based design includes at least two limit states, tensile rupture, and compressive buckling. The tensile strain limit state is considered as an ultimate limit state in pipeline design. The breach of the limit state can lead to loss of life and property, damage to the environment, and disruption of pipeline operations. The development of tensile strain design models has a direct impact on the safety and integrity of pipeline systems. The tensile strain design models are also an enabling technology for pipelines in the northern climate and deep-water offshore area. | PR-350-074509-R02 Second Generation Models for Strain-Based Design | This report specifically covers the work of the second project aimed at the development of second generation tensile strain design models. This project covers the development of tensile strain design […] | publish | Uncategorized | open | open | pr-350-074509-r02-second-generation-models-for-strain-based-design | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-350-074509-r02-second-generation-models-for-strain-based-design/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 26/09/2014 | 3523 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The impact of high-low misalignment on the load capacity of nominally defect-free girth welds was studied in this project. Two girth welds, one mechanized Gas Metal Arc Weld (GMAW) and the other, a manual Shielded Metal Arc Weld (SMAW) with intentional high-low misalignment, were used in this study. They were experimentally tested to determine material properties like their tensile strengths, hardness levels, and toughness. Tensile tests were con-ducted on cross weld specimens extracted from the two girth welds for assessing the effects of high-low misalignment on the load capacity of the welds. Strains across the weld and in the base metal were measured during the tensile tests. Finite element models were constructed for simulating the cross weld tensile tests. The finite element simulation results were compared against experimental tests conducted on cross-weld specimens for validation of the finite element model’s weld geometry and defined material prop-erties, for subsequent use in the finite element models of full scale pipes. Finite element models of full scale pipes with local high-low misalignment were construct-ed using the weld geometry and material properties of the cross-weld tensile FE models. A so-phisticated mesh generator was used to model the local high-low misalignment. The results of the simulations were used to predict the effect of high-low misalignment on the load capacity of the weld. The results of the simulations were used to predict the effect of high-low misalignment on the load capacity of the weld. | PR-350-114511-R01 Refined Methodology for Assessment of Weld High-Low Misalignment | The impact of high-low misalignment on the load capacity of nominally defect-free girth welds was studied in this project. Two girth welds, one mechanized Gas Metal Arc Weld (GMAW) and […] | publish | Uncategorized | open | open | pr-350-114511-r01-refined-methodology-for-assessment-of-weld-high-low-misalignment | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-350-114511-r01-refined-methodology-for-assessment-of-weld-high-low-misalignment/ | 0 | 0 | raw | default | 1.500 | Design, Materials & Construction | |||||||
| 12/04/2019 | 3524 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project provides an understanding of the impacts of misalignment on the integrity of girth welds and rational limits for misalignment for incorporation into existing standards. Two sets of recommendations were developed in this project: (1) recommendations on the incorporation of rational limits for misalignment into workmanship criteria, and (2) recommendations on rational limits for misalignment for applications of alternative flaw acceptance criteria, such that those in API 1104 Annex A and CSA Z662 Annex K. | PR-350-114511-R04 Refined Methodology for Assessment of Weld High-Low Misalignment | This project provides an understanding of the impacts of misalignment on the integrity of girth welds and rational limits for misalignment for incorporation into existing standards. Two sets of recommendations […] | publish | Uncategorized | open | open | pr-350-114511-r04-refined-methodology-for-assessment-of-weld-high-low-misalignment | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-350-114511-r04-refined-methodology-for-assessment-of-weld-high-low-misalignment/ | 0 | 0 | raw | default | 200 | Design, Materials & Construction | |||||||
| 03/04/2019 | 3525 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | High productivity mechanized welding processes, such as variants of multi-wire pulsed-gas metal arc welding (GMAW-P) have become increasingly popular due to their high production rates. Compared to conventional single-wire/single-torch GMAW processes, the higher productivity variants of the GMAW processes are more complex in welding procedure design, qualification, and field welding, which leads to more complex heating and cooling cycles. As a result, the deposited weld metal and heat-affected zone (HAZ) performance can be quite different from those from more traditional welding processes applied to the same materials. These changes have not been adequately considered and incorporated into essential welding variables in codes and standards. The objective of this project is to validate the essential welding variable methodology (EWVM) for welding of X70 line pipe steels by modern, high-productivity pulsed-gas metal arc welding (GMAW-P) techniques to achieve desired weld properties while keeping the cost and time needed for welding procedure qualification to a minimum. Four girth welds with various combinations of heat input and torch configurations were made using GMAW-P. The microstructure response and mechanical properties of weld metal and/or HAZ by testing thermally simulated weld and pipe steel base metals were analyzed. Correlation of welding parameters and thermal history was summarized. The application of EWVM is briefly presented in a step by step procedure. The girth weld properties demonstrate the sensitivity of thermal cycles and the ability of EWVM to predict the trend of the properties. In the long run, welding procedure qualifications focusing on the control of cooling rate could allow a reduction in the number of essential variables. | PR-350-124504-R03 Essential Welding Variables Methodology for X70 Linepipe Steels | High productivity mechanized welding processes, such as variants of multi-wire pulsed-gas metal arc welding (GMAW-P) have become increasingly popular due to their high production rates. Compared to conventional single-wire/single-torch GMAW […] | publish | Uncategorized | open | open | pr-350-124504-r03-essential-welding-variables-methodology-for-x70-linepipe-steels | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-350-124504-r03-essential-welding-variables-methodology-for-x70-linepipe-steels/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 11/12/2019 | 3526 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The data generated in this project, in conjunction with the assessment procedures developed under PRCI project SIA-1-7, fill critical gaps in predicting the behavior of vintage girth welds. Cost-effective maintenance decisions can be made when integrity assessment can be performed with high confidence. This report covers the work done over four PRCI funding years. The material property data and flaw characteristics from 19 girth welds for Pipe and Weld Tensile Strengths and Weld Strength Mismatch, Charpy Impact Energy,Flaw Characteristics as Reported by NDE, Observations about NDE, and Performance of Girth Welds from CWT Tests | PR350-144501-R04 Characterization of Mechanical Properties of Vintage Girth Welds | The data generated in this project, in conjunction with the assessment procedures developed under PRCI project SIA-1-7, fill critical gaps in predicting the behavior of vintage girth welds. Cost-effective maintenance […] | publish | Uncategorized | open | open | pr350-144501-r04-characterization-of-mechanical-properties-of-vintage-girth-welds | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr350-144501-r04-characterization-of-mechanical-properties-of-vintage-girth-welds/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 03/08/2020 | 3527 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project developed intelligent flaw interaction rules that can account more accurately the impact of multiple cracks without being overly conservative. These rules use the principles of equivalent impact among multiple interacting cracks and represent the magnitude of the impact by a single virtual crack. These rules do not rely on a critical spacing to determine whether there is an interaction. The magnitude of the interaction is a continuous function of the size of adjacent cracks and the spacing between them. There is a related webinar. | PR-350-144502-R01 Assessment of Cracks Clusters with Intelligent Interaction | This project developed intelligent flaw interaction rules that can account more accurately the impact of multiple cracks without being overly conservative. These rules use the principles of equivalent impact among […] | publish | Uncategorized | open | open | pr-350-144502-r01-assessment-of-cracks-clusters-with-intelligent-interaction | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-350-144502-r01-assessment-of-cracks-clusters-with-intelligent-interaction/ | 0 | 0 | raw | default | 500 | Design, Materials & Construction | |||||||
| 01/04/2019 | 3528 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Much of the design, construction, and maintenance practices in the pipeline industry was established before the extensive use of modern control-rolled and microalloyed steels. These modern steels can behave differently from traditional hot-rolled and normalized steels. For instance, these modern steels tend to have a lower strain hardening capacity (higher Y/T ratio) than vintage hot-rolled and normalized steels. One of the observed trends is that modern steels could be qualified as higher grade due to the increase of yield strength (YS) while their ultimate tensile strength (UTS) remains at a level close to the vintage lower grade steels. This would allow the pipelines built with modern steels to be operated at higher pressure when the design factor and other pipe dimensional parameters are the same. Two representative linepipes are chosen from actual test data to examine the impact of the changes in the stress-strain behavior. One linepipe is a vintage X52; and the other is a modern X70. The UTS of those two pipes is very close. The vintage X52 pipe has a lower YS with a Y/T ratio of 0.73 and the modern X70 pipe has a higher YS with a Y/T ratio of 0.91. The burst pressure of both pipes was analyzed under the following conditions: - Pipes with uniform strength and no anomaly, - Pipes with strength variations and no anomaly, - Pipes with uniform strength and corrosion anomalies, and - Pipes with uniform strength and no anomaly, subjected to field cold bending. | PR-350-154502-R02 Implications of Low Strain Hardening Steels on Design Construction and Maintenance | Much of the design, construction, and maintenance practices in the pipeline industry was established before the extensive use of modern control-rolled and microalloyed steels. These modern steels can behave differently […] | publish | Uncategorized | open | open | pr-350-154502-r02-implications-of-low-strain-hardening-steels-on-design-construction-and-maintenance | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-350-154502-r02-implications-of-low-strain-hardening-steels-on-design-construction-and-maintenance/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 15/09/2022 | 3529 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report provides a comprehensive update of key considerations and drivers that will influence FCAW-S weld performance. The major focus has been toughness, specifically in understanding the causes of seemingly large variation in measured toughness. Analysis of the data indicates that improving welding practice is an effective tool for reducing the toughness variation and enhancing overall weld performance. Comparisons are made with the performance of other welding processes commonly used for pipeline girth welding, such as SMAW. | PR350-164500-R03 Semi-Automatic FCAW-S Welding Process and Implications to Pipeline Girth Weld Integrity | This report provides a comprehensive update of key considerations and drivers that will influence FCAW-S weld performance. The major focus has been toughness, specifically in understanding the causes of seemingly […] | publish | Uncategorized | open | open | pr350-164500-r03-semi-automatic-fcaw-s-welding-process-and-implications-to-pipeline-girth-weld-integrity | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr350-164500-r03-semi-automatic-fcaw-s-welding-process-and-implications-to-pipeline-girth-weld-integrity/ | 0 | 0 | raw | default | 700 | Design, Materials & Construction | |||||||
| 03/09/2020 | 3530 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This tool is an integral part of the essential welding variables methodology (EWVM) that has been used to facilitate and accelerate welding procedure development by using welding thermal cycles in conjunction with material responses to thermal cycles to predict the weld properties achievable under various welding conditions | PR-350-164500-Z01 Girth Weld Thermal Analysis Tool | This tool is an integral part of the essential welding variables methodology (EWVM) that has been used to facilitate and accelerate welding procedure development by using welding thermal cycles in […] | publish | Uncategorized | open | open | pr-350-164500-z01-girth-weld-thermal-analysis-tool | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-350-164500-z01-girth-weld-thermal-analysis-tool/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 01/05/2019 | 3531 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The vast majority of buried pipelines are not designed to accommodate significant localized ground movement such as that caused by landslides, earthquakes, or subsidence/settlement. When such a ground movement event occurs along the right-of-way (ROW) of a buried pipeline, it is imperative that the pipeline operator determine whether the ground movement is a threat to pipeline integrity, in order to protect those responding to the event, those living near the affected ROW, and the environment. This report provides guidance to pipeline operators responding to a ground movement event. This has been done via a structured response plan to guide the investigation and to ad-dress the unique conditions associated with such events. The response plan covers some criti-cal decisions after an event, such as whether the continued operation of the subject pipeline is advisable, and if so, whether a pressure reduction is beneficial. This document has a related webinar. | PR-350-164501-R01 Guidance for Assessing Buried Pipelines after a Ground Movement Event | The vast majority of buried pipelines are not designed to accommodate significant localized ground movement such as that caused by landslides, earthquakes, or subsidence/settlement. When such a ground movement event […] | publish | Uncategorized | open | open | pr-350-164501-r01-guidance-for-assessing-buried-pipelines-after-a-ground-movement-event | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-350-164501-r01-guidance-for-assessing-buried-pipelines-after-a-ground-movement-event/ | 0 | 0 | raw | default | 200 | Design, Materials & Construction | |||||||
| 02/03/2021 | 3532 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This technical bulletin was developed in response to a significant number of manual girth weld failures in newly constructed pipelines. These failures are associated with some systemic deficiencies in current practices, and thus require immediate action. The primary objective of this technical bulletin is to provide interim recommendations for enhanced linepipe specifications and improved welding practices. Related Webinar Part 1 Related Webinar Part 2 | PR-350-174507-R03 Interim Recommendations for the Mitigation of Low-Strain Girth Weld Failures | This technical bulletin was developed in response to a significant number of manual girth weld failures in newly constructed pipelines. These failures are associated with some systemic deficiencies in current […] | publish | Uncategorized | open | open | pr-350-174507-r03-interim-recommendations-for-the-mitigation-of-low-strain-girth-weld-failures | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-350-174507-r03-interim-recommendations-for-the-mitigation-of-low-strain-girth-weld-failures/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 16/11/2022 | 3533 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The information collected and analyzed in this project demonstrates that the minimum requirements in industry standards are not sufficient for real-world loading conditions. More importantly, the "handover" of standards governing different phases of a pipeline's life, from design, material procurement, and construction to operation and maintenance, has gaps and inconsistencies. Recommendations that are critical to improving industry practice, including updates to standards, are provided in this report. The implementation of these recommendations is expected to greatly reduce the risk of similar failures in the future. They are helpful for responding to the safety advisories from CER and PHMSA. The recommendations, when implemented, could impact pipe and weld properties which may be a part of overall specifications and requirements. A holistic approach based on sound engineering analysis may be necessary to achieve an optimal balance among various potentially conflicting requirements. | PR-350-174507-Z01 Guidance on the Use, Specification, and Anomaly Assessment of Modern Linepipes | The information collected and analyzed in this project demonstrates that the minimum requirements in industry standards are not sufficient for real-world loading conditions. More importantly, the “handover” of standards governing […] | publish | Uncategorized | open | open | pr-350-174507-z01-guidance-on-the-use-specification-and-anomaly-assessment-of-modern-linepipes | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-350-174507-z01-guidance-on-the-use-specification-and-anomaly-assessment-of-modern-linepipes/ | 0 | 0 | raw | default | 500 | Design, Materials & Construction | |||||||
| 10/01/2022 | 3494 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | New regulations and modifications to existing environmental regulations are currently underway. The natural gas industry has consistently attempted to mitigate the release of greenhouse gases into the atmosphere. Blowdown mitigation represents an opportunity to directly reduce the extent of methane emissions released to the atmosphere and can have an immediate positive impact on reducing the effects of global warming. This work presents the current techniques available to minimize blowdowns by the pipeline industry during repair and replacements based on research and interviews. Industry best practices are presented and future work is proposed to further improve the blowdown mitigation techniques presented in this work. | PR328-214501-R01 Methods to Reduce Pipeline Blowdowns for Repair and Inspections | New regulations and modifications to existing environmental regulations are currently underway. The natural gas industry has consistently attempted to mitigate the release of greenhouse gases into the atmosphere. Blowdown mitigation […] | publish | Uncategorized | open | open | pr328-214501-r01-methods-to-reduce-pipeline-blowdowns-for-repair-and-inspections | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr328-214501-r01-methods-to-reduce-pipeline-blowdowns-for-repair-and-inspections/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 25/08/2023 | 3495 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Dents and mechanical damage in pipelines can present a threat to pipeline integrity that requires proactive management. The focus of this document is on dent strain assessment and mitigating the possible initiation of a crack within the dent. The objective of this MD-5-03 project is to develop and deliver a technical guidance document on mechanical damage engineering critical assessment (ECA) comprising a set of guidelines and assessment procedures, which pipeline operators could utilize as part of a dent ECA. The research consists of two tasks, namely, Task 1: Establish dent strain limit using the Strain Limit Damage (SLD) method, and Task 2: Develop dent ECA procedure for dent coincident with secondary features. As part of the Task 1 study, a literature review of the dent strain limit criterion was carried out. Then, the dent strain limit was established using the SLD method provided in API RP 1183 and adopted by Final Gas Rule [CFR 192.712(c), 2022]. Based on API RP 1183 SLD criterion (i.e., SLD=0.6 with the built-in safety factor of 1.67), a strain level of up to 12% is acceptable for dents in typical pipe steel grades. It can be used in the FFS application without compromising pipeline integrity. In Task 2, a flow chart with procedure and guidelines was developed for assessing dent with the secondary feature, followed by a detailed discussion on each flow chat element. This dent ECA procedure is specific to: (1) Dent associated with weld; (2) Dent associated with external metal loss. In addition, the effect of GW geometry on dent strain was studied, and the GW influence factor was established using FEA for various dent depths, D/t ratio, and indenter sizes, which can be utilized in assessing the strain severity of dent on the weld. | PR-328-223807-R01 Development of guidance document for performing ECA in accordance with Megarule | Dents and mechanical damage in pipelines can present a threat to pipeline integrity that requires proactive management. The focus of this document is on dent strain assessment and mitigating the […] | publish | Uncategorized | open | open | pr-328-223807-r01-development-of-guidance-document-for-performing-eca-in-accordance-with-megarule | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-328-223807-r01-development-of-guidance-document-for-performing-eca-in-accordance-with-megarule/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 06/12/2023 | 3496 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | With the energy transition to alternative fuels like ethanol and hydrogen, the use of existing pipeline networks to transport these fuels would be the most economical. Pipeline tensile and fracture toughness material property characterization would be essential for fitness-for-service for alternate fuel transportation. Pipeline and Hazardous Materials Safety Administration (PHMSA) Gas Transmission 49 Code of Federal Regulations (CFR) Part 192 states that if there is missing or inadequate material documentation, an operator must "implement a program to test pipe samples to establish material properties". The Maximum Operating Pressure (MOP) and Maximum Allowable Operating Pressure (MAOP) should be established using the record evidence and integrity management, requiring material properties like grade, yield, and tensile strength. Incomplete or partial records are inadequate for establishing MOP or MAOP. The current research explores tools and technologies that can reliably assess the material properties of components of a steel pipeline from the inside of the pipeline without requiring extensive excavation. The material properties in consideration are yield strength, toughness, ductility, hardness, and fracture toughness. Additionally, chemical composition and distribution and morphology of phases and grain structure characterization would be beneficial. The long seam weld type characterization assists with pipeline integrity management. Characterization of mechanical properties, including grade, fracture behavior, and metallurgical properties, is invaluable in confirming MOP and MAOP. More importantly, material characterization allows operators to determine these pipelines' suitability for alternative fuel transportation. The research explores mainly two different ILI technologies, MFL and Eddy Current, that can be used for material property characterization. Five different ILI technology providers were contacted, and their ILI technology reviewed for material property determination. One robotic inspection technology for hardness measurement was also explored. The study reviews the technologies, provides performance measures and recommendations for future research work. | PR-328-223812-R01 Tools and Methods to Assess Pipe Material Properties from Inside the Pipeline | With the energy transition to alternative fuels like ethanol and hydrogen, the use of existing pipeline networks to transport these fuels would be the most economical. Pipeline tensile and fracture […] | publish | Uncategorized | open | open | pr-328-223812-r01-tools-and-methods-to-assess-pipe-material-properties-from-inside-the-pipeline | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-328-223812-r01-tools-and-methods-to-assess-pipe-material-properties-from-inside-the-pipeline/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 17/06/2024 | 3497 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report compares destructive yield and tensile strength data for fittings and seamless line pipe against predictions from four in-ditch technology providers. Numerous in-ditch material verification studies have been conducted using welded line pipe, but minimal data exists in the public domain for fittings and seamless line pipe. The results from the blind tests were analyzed and compared to show each vendor's relative performance. -Public version | PR328-223813-R02 In Ditch Material Verification for Seamless Pipe and Fittings | This report compares destructive yield and tensile strength data for fittings and seamless line pipe against predictions from four in-ditch technology providers. Numerous in-ditch material verification studies have been conducted […] | publish | Uncategorized | open | open | pr328-223813-r02-in-ditch-material-verification-for-seamless-pipe-and-fittings | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr328-223813-r02-in-ditch-material-verification-for-seamless-pipe-and-fittings/ | 0 | 0 | raw | default | 100 | Integrity & Inspection | |||||||
| 02/08/2011 | 3498 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | SBD encompasses both strain demand (applied strain) and strain capacity (strain limit). At least two limit states are associated with SBD: tensile rupture and compressive buckling. This project deals specifically with the tensile rupture limit state. This limit state is an ultimate limit state, and exceeding this limit results in the loss of product containment and the potential for loss of life and property, damage to the environment, and disruption of service. A major focus of the large-scale test program carried out within this project was to assess the effect of internal pressure on tensile strain capacity. | PR-334-064509-Z01 Validation and Documentation of Tensile Strain Limit Design Models for Pipelines | SBD encompasses both strain demand (applied strain) and strain capacity (strain limit). At least two limit states are associated with SBD: tensile rupture and compressive buckling. This project deals specifically […] | publish | Uncategorized | open | open | pr-334-064509-z01-validation-and-documentation-of-tensile-strain-limit-design-models-for-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-334-064509-z01-validation-and-documentation-of-tensile-strain-limit-design-models-for-pipelines/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 29/10/2018 | 3499 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline operators are increasingly finding pipeline degradation in the form of crack-like defects associated with stress corrosion cracking and are challenged in selecting and employing nondestructive examination techniques that can reliably determine the maximum depth and axial depth profile of these anomalies. This information is essential in determining whether the line is fit for service and for how long; which areas require repair; what repair methods may be deemed acceptable; and whether in-line inspection was successful in detecting and prioritizing anomalies. This work further investigates and quantifies the capabilities and limitations of different nondestructive examination methodologies that are typically used and/or identified as feasible for the characterization of crack-like features. The objective of this project was to develop and implement a process to evaluate the applicability, accuracy, and sensitivity of different nondestructive examination methodologies in sizing stress corrosion cracking anomalies. This report outlines the nondestructive examination methodologies selected, the test processes and protocols used, the crack truth verification processes used, and the analysis of the final results. | PR-335-143705-R01 Study on Reliability of In-ditch NDE for SCC Anomalies | Pipeline operators are increasingly finding pipeline degradation in the form of crack-like defects associated with stress corrosion cracking and are challenged in selecting and employing nondestructive examination techniques that can […] | publish | Uncategorized | open | open | pr-335-143705-r01-study-on-reliability-of-in-ditch-nde-for-scc-anomalies | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-335-143705-r01-study-on-reliability-of-in-ditch-nde-for-scc-anomalies/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 14/09/2018 | 3500 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | For various reasons, many pipeline operators have missing or incomplete records for portions of their transmission pipeline assets. Information that is vital to the safe operation of a pipeline, such as material grade, may be unknown and recently proposed regulation is driving the need to either verify the material properties of these undocumented sections of piping or to replace them entirely with known materials. New technologies have shown promise and promoted the ability to predict strength and toughness values of typical pipeline steels. Commonly employed and non-proprietary tools and methods for data collection were referenced in PRCI project NDE-4C (report PR-214-123743-R01); however, no detailed protocol was identified for employing these tools and the variability between lab and field measured values were not defined. This project developed a field protocol for collecting the data necessary to apply the NDE-4C algorithms and then evaluated this methodology, along with other proprietary "in-the-ditch" NDE methods. This report summarizes the test protocol applied and performance results from the different techniques applied. | PR-335-173816-R01 Validation of In-Situ Methods for Material Property Determination | For various reasons, many pipeline operators have missing or incomplete records for portions of their transmission pipeline assets. Information that is vital to the safe operation of a pipeline, such […] | publish | Uncategorized | open | open | pr-335-173816-r01-validation-of-in-situ-methods-for-material-property-determination | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-335-173816-r01-validation-of-in-situ-methods-for-material-property-determination/ | 0 | 0 | raw | default | 1.475 | Integrity & Inspection | |||||||
| 19/05/2020 | 3501 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | PRCI commissioned this project (NDE-4-6) to further evaluate and accurately assess the current state (as of 2019) of NDE methodologies for characterizing Stress Corrosion Cracking. The NDE-4-6 project also conducted advanced Finite Element Modeling and flaw fabrication to help gain further insight on NDE performance and improve efficiency of conducting round robin evaluations. The project consisted of a round-robin type study, in which service and technology providers were asked to conduct NDE on several blind samples including actual SCC and fabricated flaw samples. Following completion of the NDE, select samples were destructively tested and characterized in a laboratory using metallurgical microscopy and X-ray computed tomography (XRCT). The results of the destructive testing were then used to characterize the performance of the NDE methods and technologies applied. | PR-335-173844-R01 NDE Crack Depth Sizing Performance Validation for Multiple UT Techniques | PRCI commissioned this project (NDE-4-6) to further evaluate and accurately assess the current state (as of 2019) of NDE methodologies for characterizing Stress Corrosion Cracking. The NDE-4-6 project also conducted […] | publish | Uncategorized | open | open | pr-335-173844-r01-nde-crack-depth-sizing-performance-validation-for-multiple-ut-techniques | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-335-173844-r01-nde-crack-depth-sizing-performance-validation-for-multiple-ut-techniques/ | 0 | 0 | raw | default | 2.500 | Integrity & Inspection | |||||||
| 02/10/2020 | 3502 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | As pipeline operators continue to find pipeline degradation in the form of crack-like defects associated with stress corrosion cracking (SCC), having standardized and robust Non-Destructive Examination (NDE) procedures is essential to ensuring the safety and reliability of pipeline infrastructure. Prior PRCI projects (NDE-2-2g, NDE-4-6, IM-3C) identified key insights into the capabilities and limitations as well as identified standard practices to improve the reliability and repeatability of NDE for assessing SCC. PRCI commissioned research project NDE 4-6a to further investigate and document these recommended practices when using NDE to inspect for the threat of SCC. This report outlines these practices when applying NDE to characterize SCC. | PR-335-193805-R01 Recommended Practice for the Inspection of Stress Corrosion Cracking | As pipeline operators continue to find pipeline degradation in the form of crack-like defects associated with stress corrosion cracking (SCC), having standardized and robust Non-Destructive Examination (NDE) procedures is essential […] | publish | Uncategorized | open | open | pr-335-193805-r01-recommended-practice-for-the-inspection-of-stress-corrosion-cracking | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-335-193805-r01-recommended-practice-for-the-inspection-of-stress-corrosion-cracking/ | 0 | 0 | raw | default | 300 | Integrity & Inspection | |||||||
| 01/02/2021 | 3503 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | X-Ray Computed Tomography (XRCT) has been utilized for decades in medical and industrial imaging applications. The technology uses penetrating X-ray radiation to image the internal structure of an object by measuring attenuation along multiple transmission paths through the object. XRCT is a promising technology for application in imaging and sizing of flaws in oil and gas transmission pipelines and has been used in such applications in the past. However, the performance of the technology in this specific application to flaw sizing in oil and gas pipelines has not been fully evaluated. The purpose of this report is to provide a complete statistical analysis of the flaw sizing error of XRCT by consolidating flaw sizing information from past projects where both XRCT data and cross-sectional micrographs were available for comparison. Sizing error data were evaluated as a whole and as segments in order to determine overall sizing performance and per-flaw-type/per-measurement-type sizing performance, respectively | PR-335-203810-R01 Review of Xray Computed Tomography Performance | X-Ray Computed Tomography (XRCT) has been utilized for decades in medical and industrial imaging applications. The technology uses penetrating X-ray radiation to image the internal structure of an object by […] | publish | Uncategorized | open | open | pr-335-203810-r01-review-of-xray-computed-tomography-performance | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-335-203810-r01-review-of-xray-computed-tomography-performance/ | 0 | 0 | raw | default | 200 | Integrity & Inspection | |||||||
| 19/03/2021 | 3504 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The applications of Computed Tomography (CT) are vast, spanning several industries and disciplines. The industrial application of Computed Tomography to characterize pipeline defects is a complex and relatively new application of the technology that is rapidly evolving. This report documents the State-of-the-Art (SOTA) in CT for NDE of piping typically found in the pipeline industry (e.g. thin-walled carbon steel piping). This report focuses specifically on the application of CT for detection and sizing of Stress Corrosion Cracking (SCC); however, much of the information presented herein applies generally to the detection and sizing of flaws commonly found in pipelines. | PR-335-203810-R02 Review of X-Ray Computed Tomography for Nondestructive Evaluation of Pipelines | The applications of Computed Tomography (CT) are vast, spanning several industries and disciplines. The industrial application of Computed Tomography to characterize pipeline defects is a complex and relatively new application […] | publish | Uncategorized | open | open | pr-335-203810-r02-review-of-x-ray-computed-tomography-for-nondestructive-evaluation-of-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-335-203810-r02-review-of-x-ray-computed-tomography-for-nondestructive-evaluation-of-pipelines/ | 0 | 0 | raw | default | 200 | Integrity & Inspection | |||||||
| 16/03/2022 | 3505 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | X-ray Computed Tomography (XRCT) was initially developed and utilized in the medical industry to image the internal structure of the human body. X-ray imaging was conceived and realized at the turn of the 20th century and subsequently, XRCT, was conceived in the middle of the 20th century and its development continues today. Near the end of the 20th century industrial cone beam XRCT for applications such as dimensional metrology branched off, including its use for identifying and dimensioning flaws. XRCT has been utilized successfully for three-dimensional imaging of flaws in the small panel cut-outs from steel oil and gas transmission pipelines. However, the performance of XRCT on full-circumference pipe samples has not been assessed to determine if the technology can be used to obtain flaw dimensional information with the same accuracy that has been observed on panel cut-outs. This would enable the industry to generate full-circumference reference samples with well-characterize flaw dimensions, which would be much more practical and useful for qualification, certification, and validation of inline inspection and nondestructive examination tools, personnel, and procedures. This tasks for this project were to evaluate the state-of-the-art in XRCT technology, establish guidelines for XRCT scanning of pipeline samples, compare XRCT performance on artificial and natural flaws, and compare performance of lab-based and in-the-ditch XRCT technologies on artificial and natural flaws through scanning multiple samples utilizing multiple XRCT vendors and subsequently destructive testing the samples. The overall objective of the project was to determine if XRCT is a viable alternative to destructive testing for collecting "truth" data from flaw reference samples. Related webinar | PR-335-203810-R03 CT Fundamentals with Calibration and Reference Standards for Pipeline Anomaly Detection | X-ray Computed Tomography (XRCT) was initially developed and utilized in the medical industry to image the internal structure of the human body. X-ray imaging was conceived and realized at the […] | publish | Uncategorized | open | open | pr-335-203810-r03-ct-fundamentals-with-calibration-and-reference-standards-for-pipeline-anomaly-detection | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-335-203810-r03-ct-fundamentals-with-calibration-and-reference-standards-for-pipeline-anomaly-detection/ | 0 | 0 | raw | default | 200 | Integrity & Inspection | |||||||
| 22/05/2025 | 3506 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This research report seeks to advance the industry's knowledge and understanding of CT for pipeline applications. Multiple pipeline samples with various crack and crack-like features commonly found in gas transmission and hazardous liquid pipelines were examined with non-destructive examination (NDE) techniques, scanned with CT, and characterized by Destructive Testing (DT). Through the examination and discussion of the results, a more thorough understanding of the capabilities and limitations of CT for pipeline applications is achieved. In addition, a scanning protocol that is designed to achieve more consistent and relia ble data from CT on pipeline samples was developed and is presented. | PR335-223809-R01 Evaluation of XRCT for Pipe Sample Flaw Characterization | This research report seeks to advance the industry’s knowledge and understanding of CT for pipeline applications. Multiple pipeline samples with various crack and crack-like features commonly found in gas transmission […] | publish | Uncategorized | open | open | pr335-223809-r01-evaluation-of-xrct-for-pipe-sample-flaw-characterization | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr335-223809-r01-evaluation-of-xrct-for-pipe-sample-flaw-characterization/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 07/05/2025 | 3507 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes a methodology for evaluating pipelines containing hard spot manufacturing anomalies and prioritizing such anomalies identified from In-Line Inspection (ILI). It is reported here to evaluate and enhance ILI tool technology and analysis capability to reliably detect, size, and quantify the pipeline integrity threat posed by hard spot manufacturing defects that have led to notable industry failures. This report covers one task of the project which is development of a specific methodology for evaluating the predicted failure pressure (PFP) of cracking that initiates in pipe body hard spots. A deterministic method is provided that details a process for evaluating whether a hard spot with a crack that has initiated will rupture as a function of hard spot size, pipeline pressure, temperature and base material toughness outside of the hard spot. This method was developed to assist in prioritizing hard spot defects identified from ILI results for further excavation and remediation. Using the PFP evaluation methodology, an approach for completing a probabilistic evaluation was then developed. The probabilistic evaluation considers environmental and material factors which may make a crack likely to initiate in a hard spot and considers ILI tool uncertainty. The probabilistic method provides insight on the level of risk reduction that would be achieved through excavation and/or remediation activities in response to hard spot ILI results. | PR335-233813-R01 Prioritization Methodology for Hard Spot Manufacturing Anomalies | This report describes a methodology for evaluating pipelines containing hard spot manufacturing anomalies and prioritizing such anomalies identified from In-Line Inspection (ILI). It is reported here to evaluate and enhance […] | publish | Uncategorized | open | open | pr335-233813-r01-prioritization-methodology-for-hard-spot-manufacturing-anomalies | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr335-233813-r01-prioritization-methodology-for-hard-spot-manufacturing-anomalies/ | 0 | 0 | raw | default | 500 | Integrity & Inspection | |||||||
| 13/11/2025 | 3508 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report evaluates the effectiveness of four repair methods selected by PRCI members in repairing hard spot features. This is completed by performing finite element analysis (FEA) for each repair method and comparing them to an unrepaired hard spot. This analysis compares the tensile hoop stresses within the hard spot which may result in crack formation, as well as the stress intensities after a crack initiates at various lengths. | PR335-233813-R02 Performance Study of ILI Capabilities for Hard Spot Anomalies | This report evaluates the effectiveness of four repair methods selected by PRCI members in repairing hard spot features. This is completed by performing finite element analysis (FEA) for each repair […] | publish | Uncategorized | open | open | pr335-233813-r02-performance-study-of-ili-capabilities-for-hard-spot-anomalies | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr335-233813-r02-performance-study-of-ili-capabilities-for-hard-spot-anomalies/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 20/05/2014 | 3509 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The reduction or even elimination of cylinder to cylinder combustion variation and cycle-to-cycle combustion instability may result in further nitrous oxides (NOx) reductions at the same engine average air/fuel ratio (and hence turbocharger operating point) or allow operation at a leaner air/fuel ratio before the onset of instability. Reductions in imbalance and instability can also reduce carbon pollutant emissions, reduce break specific fuel consumption (BSFC) and improve engine operability. Achieving these goals requires a better understanding of the sources and impacts of that imbalance and instability and then the development techniques to reduce if not eliminate both. This effort focuses on combustion instability of legacy large bore pipeline reciprocating engines operating at very high air/fuel ratios to meet higher emission standards. The report provides a detailed cycle-to-cycle analysis of acquired pressure and ion current data of four test engines in-cluding Clark T-series family and Cooper Bessemer GMV/W engines. The possibility of upcom-ing misfire or poor combustion prediction is investigated and discussed. The document further investigates advanced cylinder balancing strategies as well as the benefits of improved pre-combustion chamber performance. | PR-336-06206-R01 Engine Control for Legacy Engines – Cylinder and Cycle Level Control | The reduction or even elimination of cylinder to cylinder combustion variation and cycle-to-cycle combustion instability may result in further nitrous oxides (NOx) reductions at the same engine average air/fuel ratio […] | publish | Uncategorized | open | open | pr-336-06206-r01-engine-control-for-legacy-engines-cylinder-and-cycle-level-control | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-336-06206-r01-engine-control-for-legacy-engines-cylinder-and-cycle-level-control/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 26/03/2013 | 3510 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report details the development and testing of a dual magnetization in-line inspection (ILI) tool for detecting mechanical damage in operating pipelines, including the first field trials of a fully operational dual-field magnetic flux leakage (MFL) ILI tool. Augmenting routine MFL corrosion inspection of pipelines using high magnetic fields, this in-line inspection technique detects and assesses mechanical damage using a second lower magnetic field. Nearly all commercially available MFL tools use high magnetic fields to detect and size metal loss such as corrosion. A lower field than commonly applied for detecting metal loss is appropriate for detecting mechanical damage, such as the metallurgical changes caused by impacts from excavation equipment. The lower field is needed to counter the saturation effect of the high magnetic field, which masks and diminishes important components of the signal associated with mechanical damage. At low fields, other properties such as pipeline chemical composition, grain structure, and fabrication methods can also be detected. | PR-337-063508-R01 Dual Field Magnetic Flux Leakage (MFL) Inspection Technology to Detect Mechanical Damage | This report details the development and testing of a dual magnetization in-line inspection (ILI) tool for detecting mechanical damage in operating pipelines, including the first field trials of a fully […] | publish | Uncategorized | open | open | pr-337-063508-r01-dual-field-magnetic-flux-leakage-mfl-inspection-technology-to-detect-mechanical-damage | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-337-063508-r01-dual-field-magnetic-flux-leakage-mfl-inspection-technology-to-detect-mechanical-damage/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 10/09/2024 | 3511 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In June 2023, the American Society of Mechanical Engineers (ASME) Board of Pressure Technology Codes and Standards approved a plan to modify the location and content of hydrogen pipelines within their code. The decision was made to relocate the hydrogen pipeline sections of ASME B31.12 Hydrogen Piping and Pipelines to a new exception chapter within ASME B31.8 Gas Transmission and Distribution Piping Systems. Along with this move, the technical content was also to be updated to reflect current best practices. The Pipeline Research Council International (PRCI) established the Emerging Fuels Institute (EFI) in 2020 to advance research and improve code language related to carbon dioxide, hydrogen, renewable natural gas, and other emerging fuels. In response to ASME's decision, EFI developed a project to create Consensus Engineering Requirements (CERs) for hydrogen pipeline design and reuse. The work contained in this document will serve as the starting point for discussion within the ASME B31.8 Hydrogen Task Group that has the responsibility to write the new exception chapter of ASME B31.8 Gas Transmission and Distribution Piping Systems. The CERs are presented within this report, alongside a Nonmandatory Appendix that provides user guidance, and a rationale document that includes justification and supporting information for new requirements. The three documents are based on the latest state-of-the-art research related to pipeline transport of gaseous hydrogen and hydrogen blend service. | PR337-23115-R01 Consensus Engineering Requirements for Pipelines in Hydrogen and Hydrogen Blend Service | In June 2023, the American Society of Mechanical Engineers (ASME) Board of Pressure Technology Codes and Standards approved a plan to modify the location and content of hydrogen pipelines within […] | publish | Uncategorized | open | open | pr337-23115-r01-consensus-engineering-requirements-for-pipelines-in-hydrogen-and-hydrogen-blend-service | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr337-23115-r01-consensus-engineering-requirements-for-pipelines-in-hydrogen-and-hydrogen-blend-service/ | 0 | 0 | raw | default | 0 | Emerging Fuels | |||||||
| 03/12/2025 | 3512 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Gaps have been identified in the current technical standards for integrity management of hydrogen pipelines. Integrity management of Gas Pipelines is covered by ASME B31.8S. The Pipeline Re-search Council International (PRCI) Emerging Fuels Institute (EFI) developed this project to create Consensus Engineering Requirements (CERs) for Integrity Management of Hydrogen pipe-lines. The CERs will serve as the basis for changes to ASME B31.8S to incorporate hydrogen gas and hydrogen gas blends. This report documents the CERs, and the process used to create them. The CERs will be passed to the ASME B31.8 hydrogen task group, who will progress their development into a future edition of ASME B31.8S. The CERs incorporate state of the art understanding for managing the integrity of hydrogen pipelines, drawing on the expertise of the authors and collaborators from EFI and other institutions. Once transferred to ASME B31.8S, the pipeline industry will use them for the integrity management of hydrogen and hydrogen gas blend pipelines. Report developed under the Emerging Fuels Institute with PRCI. Document security and set such that Only EFI members can download report. | PR337-241108-R01 Consensus Engineering Requirements for Integrity Management of Hydrogen Pipelines | Gaps have been identified in the current technical standards for integrity management of hydrogen pipelines. Integrity management of Gas Pipelines is covered by ASME B31.8S. The Pipeline Re-search Council International […] | publish | Uncategorized | open | open | pr337-241108-r01-consensus-engineering-requirements-for-integrity-management-of-hydrogen-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr337-241108-r01-consensus-engineering-requirements-for-integrity-management-of-hydrogen-pipelines/ | 0 | 0 | raw | default | 0 | Corrosion | |||||||
| 01/12/1966 | 3513 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report is concerned primarily with a review and evaluation of the more recent experimental and theoretical information on the characteristics of pipeline components (e.g., elbows and tees) as that information relates to the general problem of a piping flexibility analysis and to present piping code tables of flexibility and stress intensification factors. Stresses in piping components due to internal pressure are not covered herein. The information presented is categorized as: (1) Load-displacements relationship, presented in the form of flexibility factors. (2) Load-stress relationships, presented in the form of stress intensification factors. A second objective of the report is to provide an introduction to the significance and use of flexibility and stress intensification factors in piping systems for those readers who may not be familiar with the subject. The report is organized partially from this consideration; the sections on "Background", "Flexibility Factors, General Discussion", and "Stress Intensification Factors, General Discussion" and the final section on "Applications11are intended to provide some background for readers who may be unfamiliar with the subject. | PR-3-39-R01 Flexibility and Stress Intensification Factors of Piping Components with Moment Loading | This report is concerned primarily with a review and evaluation of the more recent experimental and theoretical information on the characteristics of pipeline components (e.g., elbows and tees) as that […] | publish | Uncategorized | open | open | pr-3-39-r01-flexibility-and-stress-intensification-factors-of-piping-components-with-moment-loading | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-3-39-r01-flexibility-and-stress-intensification-factors-of-piping-components-with-moment-loading/ | 0 | 0 | raw | default | 75 | Legacy | |||||||
| 26/06/2020 | 3474 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | PRCI reports have summarized GHGRP data and improved emissions factors based on the data. Pipeline blowdown emissions reporting was added to the GHGRP in 2016 and only one year of quality data (2017 reporting year) was available for the PRCI reports (versus 6 years of data compiled for compressor stations). To assess additional data, pipeline blowdown emissions for 2018 (released by EPA in late 2019) were compiled and analyzed. The data shows similar trends for 2017 and 2018, as well as consistency with the historical emission factor for pipeline blowdown emissions from the 1996 EPA/GRI Study. | PR-312-18209-E02 GHG Reporting – Transmission Pipeline Blowdown Data Review and Emission Factor Trends | PRCI reports have summarized GHGRP data and improved emissions factors based on the data. Pipeline blowdown emissions reporting was added to the GHGRP in 2016 and only one year of […] | publish | Uncategorized | open | open | pr-312-18209-e02-ghg-reporting-transmission-pipeline-blowdown-data-review-and-emission-factor-trends | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-18209-e02-ghg-reporting-transmission-pipeline-blowdown-data-review-and-emission-factor-trends/ | 0 | 0 | raw | default | 150 | Compressor & Pump Station | |||||||
| 25/06/2021 | 3475 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Previous project reports and a white paper provided background and analysis of pipeline blowdown data reported to under under Subpart W of the GHG Reporting Program. Pipeline blowdown data reported for the 2018 calendar year released by EPA in late 2019 were include in a June 2020 version of this white paper. Since data pipeline blowdown data trends are of interest, this white paper updates the June 2020 White Paper (which included EPA data through the 2018 reporting year) to add 2019 data released by EPA in November 2020. Pipeline blowdown emission factors are relatively consistent from year to year based on 2017 through 2019 data. | PR-312-18209-E03 GHG Reporting Transmission Pipeline Blowdown Data Review and Emission Factor Trends | Previous project reports and a white paper provided background and analysis of pipeline blowdown data reported to under under Subpart W of the GHG Reporting Program. Pipeline blowdown data reported […] | publish | Uncategorized | open | open | pr-312-18209-e03-ghg-reporting-transmission-pipeline-blowdown-data-review-and-emission-factor-trends | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-18209-e03-ghg-reporting-transmission-pipeline-blowdown-data-review-and-emission-factor-trends/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 16/01/2024 | 3476 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This white paper provides an analysis that presents the sensitivity of compressor EFs to different strata of Subpart W measured leak rates by presenting compressor EFs that exclude data above several leak thresholds. The analysis provides updated EFs that reflect the related emission reduction if only leak rates above the various thresholds are excluded, which is indicative of the reductions that can be achieved by focusing on repair of a subset of larger leaks rather than all leaks detected. Based on a large dataset of Subpart W measurement data compiled by PRCI, analysis shows that a methane reduction of over 95% can be achieved by mitigating about half of the compressor leaks and over 70% of compressor leak emissions can be eliminated by focusing on less than 15% of leaks. | PR-312-18209-E04 Leak Rate Sensitivity Analysis-Methane EFs for Compressors in NG T and S based on Subpart W Data | This white paper provides an analysis that presents the sensitivity of compressor EFs to different strata of Subpart W measured leak rates by presenting compressor EFs that exclude data above […] | publish | Uncategorized | open | open | pr-312-18209-e04-leak-rate-sensitivity-analysis-methane-efs-for-compressors-in-ng-t-and-s-based-on-subpart-w-data | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-18209-e04-leak-rate-sensitivity-analysis-methane-efs-for-compressors-in-ng-t-and-s-based-on-subpart-w-data/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 16/01/2024 | 3477 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Emission factors are often used to estimate methane leak emissions for natural gas transmission and storage facilities, such as compressor leak EFs and station leak EFs. However, different approaches are used in the literature for grouping compressor and other facility leak data, which can cause confusion when comparing estimates from different reports or data sources. It is also important to understand these differences when selecting EFs to use for purposes such as facility or system methane inventory development for a particular company or within a particular state. This white paper discusses the different the approaches used for T&S leak EFs based on Subpart W data reporting, and the historical and current EPA Annual GHG Inventory Report and tabulates the EFs to assist in understanding source-specific differences, and also to understand how EFs should be used to ensure all leak sources are included within an estimate, while not double-counting compressor station and storage facility leak emissions. | PR-312-18209-E05 Compressor and Facility Leak EFs for T and S – Clarifying Different Program Approaches | Emission factors are often used to estimate methane leak emissions for natural gas transmission and storage facilities, such as compressor leak EFs and station leak EFs. However, different approaches are […] | publish | Uncategorized | open | open | pr-312-18209-e05-compressor-and-facility-leak-efs-for-t-and-s-clarifying-different-program-approaches | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-18209-e05-compressor-and-facility-leak-efs-for-t-and-s-clarifying-different-program-approaches/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 09/07/2024 | 3478 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project investigated and evaluated commercially available optical IR and acoustic technologies. The IR cameras were used to detect a temperature differential across the valve indicating a Joule-Thompson (JT) pressure drop and leak through the valve. Direct acoustically coupled instruments were used to detect "noise" generated from turbulence associated with through-valve leakage. In addition, other instruments were explored that had the potential to detect turbulence-induced vibrations. During the instrumentation evaluation, fugitive leak screening and detection methods for assessing through-valve leakage were also explored. IES completed a one-week laboratory and yard testing exercise on a single two- and eight-inch valve at the SoCal Gas Situation City facility in Pico Rivera, CA in November 2022. Noteworthy findings included the inability to detect a leak from valves that were previously in-service and known leakers. The reason for this has been hypothesized as improper valve stop position and/or debris in the valve that was removed to protect flow-rate measurement instrumentation in the test apparatus. Several instances of newly commissioned leaking valves have been shown to suffer from incorrect valve positioning and/or electronic transducer signal set points. Additional testing and data collection are needed to complete the initial test campaign. Outdoor testing could not be completed during the week due to resource limitations that precluded testing more than one eight-inch valve. The initial laboratory testing included one 2-inch test valve that had no discernable usage. An additional 2-inch valve was screened prior to lab testing, however neither valve produced a leak under the conditions in the lab (both valves failed prior to commissioning). | PR-312-22200-Z01 Isolation Valve – Improved GHG Leak Detection Summary of Initial Testing Results | This project investigated and evaluated commercially available optical IR and acoustic technologies. The IR cameras were used to detect a temperature differential across the valve indicating a Joule-Thompson (JT) pressure […] | publish | Uncategorized | open | open | pr-312-22200-z01-isolation-valve-improved-ghg-leak-detection-summary-of-initial-testing-results | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-22200-z01-isolation-valve-improved-ghg-leak-detection-summary-of-initial-testing-results/ | 0 | 0 | raw | default | 7.500 | Compressor & Pump Station | |||||||
| 01/07/2016 | 3479 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In order to have an improved understanding of the applicability of standard EOS in pipeline applications, a set of gas physical property tests were undertaken with sweet and sour natural gas and CO2 mixtures at typical pipeline compositions and conditions, including new high pressure dense phase applications. Specific gas properties tested include gas density (?), specific heat at constant volume (cv), and speed of sound (c or SOS). These results were compared to several of the most commonly used EOS, including NIST, GERG, AGA8, PR, SRK and BWRS, which were also compared to each other. | PR-316-15606-Z01 Equations of State Comparison for Pipeline Compressor Applications | In order to have an improved understanding of the applicability of standard EOS in pipeline applications, a set of gas physical property tests were undertaken with sweet and sour natural […] | publish | Uncategorized | open | open | pr-316-15606-z01-equations-of-state-comparison-for-pipeline-compressor-applications | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-316-15606-z01-equations-of-state-comparison-for-pipeline-compressor-applications/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 23/12/2011 | 3480 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
A laboratory testing program on rock salt specimens was performed using test conditions that are consistent with the stresses that are experienced near the surfaces of salt caverns during storage operation. The proposed work effort focuses on improving the methodology for defining the onset of dilation for rock salt. Geomechanical studies use dilation criteria to assess the potential for salt damage that can lead to spalling in the cavern roof and/or walls and subsequent damage to the cavern or hanging string. This constraint is often the one that limits the minimum gas pressure in a natural gas storage cavern. This report documents the PRCI funded follow-on activities to the recently completed Gas Storage Technology Consortium project [DeVries, 2010]. The work activities completed include the following:
Laboratory dilation strength testing of eight specimens having preconditioning durations longer than 10 days. Numerical modeling to identify and optimize an appropriate specimen shape for dilation testing in triaxial extension states of stress. Laboratory constant mean stress extension testing on the optimized specimen shape. DeVries [2010] documented the effects of the preconditioning durations on the dilation strength of salt specimens. Preconditioning of specimens is the process whereby specimens are subject to a relatively high hydrostatic stress for a specified period of time. It is believed that preconditioning mitigates some of the damage to the specimens induced by coring, transporting, and specimen preparation. The study documented by DeVries [2010] suggests that increasing the preconditioning duration increases the dilation strength of salt, with the maximum precondition duration limited to 10 days. This project expands upon these findings through additional testing to determine if preconditioning durations longer than 10 days has any additional benefit. In addition to the preconditioning task, this study will also investigate the variability issues observed during dilation strength tests performed under triaxial extension states of stress. It is hypothesized that the high variability seen in extensional test results might be attributed to end effects caused by (1) the friction at the specimen-platen interface and (2) specimens breaking outside the range measured by gages. To help reduce frictional effects and breakage location issues, numerical models of alternate specimen shapes were created to provide a basis for testing a new specimen geometry. Laboratory tests were performed on the new specimen geometry to validate any of its possible benefits. |
PR-317-10702-R01 Testing for the Dilation Strength of Salt | A laboratory testing program on rock salt specimens was performed using test conditions that are consistent with the stresses that are experienced near the surfaces of salt caverns during storage […] | publish | Uncategorized | open | open | pr-317-10702-r01-testing-for-the-dilation-strength-of-salt | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-317-10702-r01-testing-for-the-dilation-strength-of-salt/ | 0 | 0 | raw | default | 500 | Underground Storage | |||||||
| 15/05/2019 | 3481 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Fundamentally, measurements of the temperature and pressure within a cavern are required to estimate the gas inventory. To obtain these measurements, downhole wireline logging has been the conventional industry standard, and several calculation methods have been developed to esti-mate the gas inventory based on wireline measurements. However, wireline logs only measure the temperature at the centerline of the cavern, which requires an assumption that the temperature at the cavern centerline represents the entire gas temperature at that particular depth. If horizontal variations in temperature exist at that measurement depth, particularly near the cavern walls (which may be significantly warmer or cooler than the gas), the calculated inventory may be inaccurate. Therefore, this study presents an initial computational fluid dynamics investigation into the appro-priateness of wireline temperature logging for gas inventory calculations. This report has a related webinar. | PR317-17700-R01 Accuracy of Temperature Logging for Calculating Gas Inventory in Storage Caverns | Fundamentally, measurements of the temperature and pressure within a cavern are required to estimate the gas inventory. To obtain these measurements, downhole wireline logging has been the conventional industry standard, […] | publish | Uncategorized | open | open | pr317-17700-r01-accuracy-of-temperature-logging-for-calculating-gas-inventory-in-storage-caverns | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr317-17700-r01-accuracy-of-temperature-logging-for-calculating-gas-inventory-in-storage-caverns/ | 0 | 0 | raw | default | 100 | Underground Storage | |||||||
| 20/02/2009 | 3482 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Brine solutions are often produced during gas storage operations, and when these solutions encounter changing temperature or pressure, salt can precipitate. This salt (NaCl) can impair productivity and may even result in abandonment of wells. Dilution with fresh water is the preferred method of mitigating the salt buildup. Existing salt deposits are dissolved with fresh water. Additionally, fresh water is used as a produced water diluent to reduce supersaturation with respect to NaCl. However, this can be expensive depending on the method of application, and as fresh water becomes scarcer, the method will become more expensive. A number of chemicals are reported to reduce or prevent salt deposition. Among them are ferrocyanide and some organic molecules such as nitrilotriacetic acid and nitrilotriacetamide (NTAm). These inhibitors are thought to prevent salt precipitation by crystal modification or by interfering with crystal growth. Their effectiveness, however, varies with their concentration and the chemistry of the brines. For example, ferrocyanide is a very effective salt inhibitor; however, at low pH or in the presence of large amounts of iron it decomposes rendering it ineffective. As shown in Figs. 1 and 2 where supersaturated solutions of NaCl are cooled to room temperature, the performance of both chemicals is reduced as the reservoir water increases in calcium and/or magnesium, eventually becoming ineffective. But even when precipitate is formed, both inhibitors affect the properties of the precipitate so that there is no caking with no tendency to form large crystals associated with sodium chloride scale. The questions concerning the environmental issues associated with ferrocyanide that arose during Phase I are addressed in this report. | PR-318-06701-R01 Predicting and Mitigating Salt Precipitation | Brine solutions are often produced during gas storage operations, and when these solutions encounter changing temperature or pressure, salt can precipitate. This salt (NaCl) can impair productivity and may even […] | publish | Uncategorized | open | open | pr-318-06701-r01-predicting-and-mitigating-salt-precipitation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-318-06701-r01-predicting-and-mitigating-salt-precipitation/ | 0 | 0 | raw | default | 12.750 | Underground Storage | |||||||
| 02/01/2020 | 3483 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Mechanical damage is one of the most prevalent causes of pipeline failure in North America and Europe. Gouged dents are much more likely to produce a failure than "plain" dents (i.e., a dent with no coincident metal loss or crack features), however the residual stresses around gouged dents are more difficult to model and predict. The Pipeline Aggression Rig (PAR) located in the St. Denis facility of GdF Suez was used to introduce backhoe-type gouging into pipe samples, which were nine pressurized pipe sections of varying grades. Five (5) samples were created using high-impact dynamic aggression (termed High Dynamic) and the other four (4) samples were created using lower impact energy and an axial-dragging mechanism (termed Low Dynamic). This project involved using neutron diffraction to measure the residual stresses in and around these gouged dents. Key findings are as follows: - In the undamaged regions of all samples, residual stresses were low (typically medium gouges were localized and residual stresses were largely bending-related: mild tensile at the outer wall/gouge base and compressive at the inner wall. - Residual stresses in and around one (1) High Dynamic severe gouge were tensile and critically high. - Residual stresses in and around Low Dynamic gouges had inconsistent and unpredictable residual stress magnitudes and distributions. PRCI members will find value in this information for understanding the severity of gouges in pipelines, for use in stress modelling verification, and, finally, for understanding characterizing MFL signals from ILI tools. | PR-320-113706-R01 Neutron Diffraction Measurements of Residual Strain from Dents and Gouges in Pipelines | Mechanical damage is one of the most prevalent causes of pipeline failure in North America and Europe. Gouged dents are much more likely to produce a failure than “plain” dents […] | publish | Uncategorized | open | open | pr-320-113706-r01-neutron-diffraction-measurements-of-residual-strain-from-dents-and-gouges-in-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-320-113706-r01-neutron-diffraction-measurements-of-residual-strain-from-dents-and-gouges-in-pipelines/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 01/01/2008 | 3484 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Turbocharger performance, especially on SIP-call engines, remains essentially unmeasured even though tracking information over time would provide critical information to help field engineers lower their engine emissions as well as the cost of operations. In 2006, with the assistance of funding from the Pipeline Research Council International Inc., ScavengeTech LLC developed and field tested a turbocharger monitoring system that consisted of a set of analog sensors to measure key turbocharger performance parameters and hardware to interface the sensor outputs to a computer. The collected data was then analyzed via a series of spreadsheets that normalized the data and trended it over time. While successfully demonstrated in the field, the hardware system was large and expensive. The anticipated sales price of $25,000 was outside the price point for widespread adoption by the industry. | PR-325-05216-R01 Turbocharger Performance Monitoring | Turbocharger performance, especially on SIP-call engines, remains essentially unmeasured even though tracking information over time would provide critical information to help field engineers lower their engine emissions as well as […] | publish | Uncategorized | open | open | pr-325-05216-r01-turbocharger-performance-monitoring | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-325-05216-r01-turbocharger-performance-monitoring/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 09/11/2017 | 3485 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | PRCI project SCC 3-7 consists of two phases: Phase I: "Evaluation of EMAT Tool Performance by Monitoring Industry Experience" (2008-2011) and Phase II: "Evaluation of the Reliability of EMAT Tool by Monitoring Industry Experience" (2012-2015). In this report, performance of the EMAT tools based on analysis of the data from 15 pipeline segments from Phase I and 35 pipeline segments from Phase II is presented. The performance is updated with the newly analyzed data in terms of the probability of detection, identification, false calls, and sizing. Categorization of these 35 segments is presented at three different levels of using EMAT ILI as an integrity tool alternative to hydrotest for management of SCC in gas pipelines. Finally, the reliability of EMAT for SCC management is evaluated incorporating the performance measures and the assessment methodology. The reliability of the hydrotest is calculated based on the collected historical data from one Gas Pipeline Operator. | PR-328-083501-R01 Evaluation of EMAT Tool Performance and Reliability by Monitoring Industry Experience | PRCI project SCC 3-7 consists of two phases: Phase I: “Evaluation of EMAT Tool Performance by Monitoring Industry Experience” (2008-2011) and Phase II: “Evaluation of the Reliability of EMAT Tool […] | publish | Uncategorized | open | open | pr-328-083501-r01-evaluation-of-emat-tool-performance-and-reliability-by-monitoring-industry-experience | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-328-083501-r01-evaluation-of-emat-tool-performance-and-reliability-by-monitoring-industry-experience/ | 0 | 0 | raw | default | 1.500 | Integrity & Inspection | |||||||
| 11/09/2017 | 3486 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The primary objective of the research is to establish better correlations between SCC severity and operational and geotechnical characteristics, and to develop improved models for site-selection for SCCDA excavations, hydrostatic testing or in-line inspection (ILI). This report summarizes the modeling efforts and results, gaps and direction for future studies. | PR-328-103602-R01 Improved Site-Selection Modeling by Correlating ILI with Operational-Geotechnical Data | The primary objective of the research is to establish better correlations between SCC severity and operational and geotechnical characteristics, and to develop improved models for site-selection for SCCDA excavations, hydrostatic […] | publish | Uncategorized | open | open | pr-328-103602-r01-improved-site-selection-modeling-by-correlating-ili-with-operational-geotechnical-data | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-328-103602-r01-improved-site-selection-modeling-by-correlating-ili-with-operational-geotechnical-data/ | 0 | 0 | raw | default | 50 | Corrosion | |||||||
| 21/04/2015 | 3487 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The overall objective of Phase II covered by the present report, has been to implement the preferred Phase I stochastic metal loss analysis model in an effective self-standing Excel tool for matched repeat ILI data: the Hierarchical Stochastic Corrosion Growth Model (HSCGM). This analysis tool can deal with up to 5 repeat inspections and up to 1,000 (hierarchical) defects. It is a deliverable of this Project and it has been satisfactory verified and tested; its main mission is to allow flawless experimentation with the practical use of consistent stochastic metal loss processes in the context of repeat ILI inspections for pipeline integrity assessment, to explore its numerous analysis options, features, and results in the context of CGRs for pipeline integrity assessment. This report provides all the details and technical features of the HSCGM analysis tool, based on the Bayesian stochastic process approach described in the Phase I report. | PR-328-133600-R02 Probabilistic Corrosion Growth Models and ILI-Based Estimation Procedures – Phase II | The overall objective of Phase II covered by the present report, has been to implement the preferred Phase I stochastic metal loss analysis model in an effective self-standing Excel tool […] | publish | Uncategorized | open | open | pr-328-133600-r02-probabilistic-corrosion-growth-models-and-ili-based-estimation-procedures-phase-ii | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-328-133600-r02-probabilistic-corrosion-growth-models-and-ili-based-estimation-procedures-phase-ii/ | 0 | 0 | raw | default | 2.000 | Corrosion | |||||||
| 16/10/2019 | 3488 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | ASME B31.8 states that "Dents that contain stress corrosion cracking or other cracks are injurious to the pipeline" and therefore, requires immediate attention by the Operators. Dent containing crack fields (colonies) are often observed in liquid pipelines. The recently completed PRCI research project MD-1N "Study of the Mechanism for Cracking in Dents in a Crude Oil Pipeline" showed evidence of a mechanism for fatigue cracking. The crack growth rate as a function of stress intensity factor was estimated using the measured spacings of fatigue striations from fracture surfaces based on the assumption that the formation of fatigue striations on a cycle-by-cycle basis. However, due to the lack of full-scale fatigue crack growth data, the success was limited. This gap prompted PRCI to launch a full-scale experimental investigation of crack growth rates of cracks in dents under cyclic pressure load in the simulated groundwater NS4 environment (PRC-328-133702, MD-1Q). The objective of the study was to determine the crack growth rate as a function of stress intensity factor, the number of cycles to failure, and the failure modes of cracks in dents. The test results would be used to evaluate the validity of cycle-by-cycle based assumption for crack growth rate estimation from the measured fatigue-striation-spacing. The investigation was also aimed at establishing a framework for remaining fatigue life prediction of cracks in dents in liquid pipelines. This framework would benefit liquid pipeline Operators to manage better the integrity of dents associated with corrosion fatigue cracking in groundwater. A total of six pipe samples containing cracks in shallow dents excavated from a retired 24-inch diameter liquid transmission pipeline were available and used for the full-scale fatigue tests. The test system developed under the project consisted of four components: (1) a computer-controlled hydraulic pressure cycling system, (2) an environment chamber containing a simulated groundwater NS4 solution mounted on the pipe in around the dent region to provide a simulated field environment condition; (3) real-time crack growth monitoring systems including direct cur-rent potential drop (DCPD), Clip gage and Strain gage; (4) data acquisition system. The cyclic pressure range used in the fatigue tests was 78 to 780 psig (72%SMYS) with R=0.1, which was based on historical operational pressure data and the Rain flow analysis. A constant frequency of 0.0526 Hz was selected for the testing to ensure the frequency requirement for corrosion fatigue is met. The remaining fatigue life of cracks-in-dents and failure modes were evaluated using the full-scale fatigue test results. Further, fatigue crack growth rates were established. Finally, a framework was developed for the life prediction of cracks in shallow dents based on the findings from six full-scale fatigue cyclic tests. This framework will assist liquid pipeline operators to estimate the remaining fatigue life for cracks in shallow dents utilizing inputs from ILI and pipeline's historical operational pressure fluctuation data and to mitigate the threat of cracks in dents in a timely manner. There is a related webinar. | PR-328-133702-R02 F-S Fatigue Testing of Crack-in-Dent with Framework for Life Prediction | ASME B31.8 states that “Dents that contain stress corrosion cracking or other cracks are injurious to the pipeline” and therefore, requires immediate attention by the Operators. Dent containing crack fields […] | publish | Uncategorized | open | open | pr-328-133702-r02-f-s-fatigue-testing-of-crack-in-dent-with-framework-for-life-prediction | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-328-133702-r02-f-s-fatigue-testing-of-crack-in-dent-with-framework-for-life-prediction/ | 0 | 0 | raw | default | 500 | Integrity & Inspection | |||||||
| 12/12/2016 | 3489 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The project "Development of an Industry Test Facility and Qualification Processes for in-line inspection (ILI) technology Evaluation and Enhancements" aims to expand knowledge of ILI technology performance and identify gaps where new technology is needed. Additionally, this project aims to provide a continuing resource for ILI technology developers, researchers and pipeline operators to have access to test samples with a range of pipeline integrity threats and vintages and in-line technology test facilities at the Pipeline Research Council International, Inc. (PRCI) Technology Development and Deployment Center (TDC), a PRCI managed facility available for future industry and PHMSA research projects. An ILI pull test facility was designed and constructed as part of this project based on industry state of the art and opportunities for capability improvement. The major ILI technology provid-ers, together with pipeline operator team members, reviewed the TDC sample inventory and de-signed a series of ILI performance tests illustrating one of multiple possible research objectives, culminating in 16 inch and 24 inch nominal diameter test strings. The ILI technology providers proposed appropriate inspection tools based on limited knowledge of the integrity conditions in the test strings, a series of pull tests of the provided ILI tools were performed and the technology providers delivered reports of integrity anomaly location and physical dimensions for perfor-mance evaluation. PRCI engaged Blade Energy Partners, Ltd. (Blade) to conduct the evaluation of the ILI data obtained from repeated testing on the 16 and 24 inch pipeline strings at the TDC. Blade Energy was also requested by the PRCI Project Team to incorporate prior work concerning the development of the PRCI ILI test facility to serve as a final report for the PRCI project. The resulting data was analyzed, aligned, compared to truth data and evaluated by Blade, with the findings presented in this report. Quantitative measures of detection and sizing performance were disclosed in-confidence to the individual ILI technology providers. For instances where ILI predictions were outside of claimed performance, the vendors were given a limited sample of actual defect data to enable re-analysis, thus demonstrating the potential for improved integrity assessment with validation measurements. This report has a related webinar. | PR-328-153721-R01 Development of an Industry Test Facility and Qualification Process for ILI Technology | The project “Development of an Industry Test Facility and Qualification Processes for in-line inspection (ILI) technology Evaluation and Enhancements” aims to expand knowledge of ILI technology performance and identify gaps […] | publish | Uncategorized | open | open | pr-328-153721-r01-development-of-an-industry-test-facility-and-qualification-process-for-ili-technology | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-328-153721-r01-development-of-an-industry-test-facility-and-qualification-process-for-ili-technology/ | 0 | 0 | raw | default | 500 | Integrity & Inspection | |||||||
| 16/12/2019 | 3490 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The effective integrity management of seam weld defects in pipelines is a challenge for the pipeline operators. The current In-Line Inspection (ILI) technologies can detect linear anomalies in the seam weld but have a limited capability in discriminating different types of features, such as crack and crack-like features, hook cracks, notch-type lack of fusion (LOF) indications, and inclusions. Due to this limitation, pipeline operators have to assume ILI reported linear indications as cracks and utilize the most conservative methods for assessment. This conservatism may have led to unnecessary excavations of non-severe features making it economically cost-ineffective in terms of integrity management of seam weld defects in pipelines. This report provides an insight into the ILI and non-destructive evaluation (NDE) tool performance for seam weld anomaly detection, identification, and size characterization. Different methodologies for seam weld defect assessment are discussed and evaluated. ILI, NDE, and laboratory (lab) validation data are utilized to develop a process for integrity management of the seam weld anomalies for gas and liquid pipelines. | PR328-163605-R01 Methodology for Assessing Seam Weld Anomalies Using In-Line Inspection Data | The effective integrity management of seam weld defects in pipelines is a challenge for the pipeline operators. The current In-Line Inspection (ILI) technologies can detect linear anomalies in the seam […] | publish | Uncategorized | open | open | pr328-163605-r01-methodology-for-assessing-seam-weld-anomalies-using-in-line-inspection-data | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr328-163605-r01-methodology-for-assessing-seam-weld-anomalies-using-in-line-inspection-data/ | 0 | 0 | raw | default | 1.500 | Corrosion | |||||||
| 27/12/2018 | 3491 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The presence of hard spot in pipelines, a localized confined region of relatively higher hardness, are prone to crack initiation and hydrogen embrittlement. Early detection of hard spots before it can be an integrity threat is an essential part of integrity management plan for pipelines susceptible to hard spot related failures. Electromagnetic principles and its dependence on the microstructure, heat treatment and chemistry are used effectively for hard spots characterization. The ability to detect shallow hard spots is essential for thermo-mechanically heat treated steel. It is unclear whether there are commercial tools that are effective, and no quantitative data is available. A holistic review of the existing and emerging technologies and their theoretical basis for the hard spot detection and their applicability to pipelines is indeed needed. This work reviews the electromagnetic principles that are applicable for hard spot detection/discrimination, and the applicable technologies that are either developed or being developed by various global NDE suppliers. Four different technologies have been identified for further examination during Phase II. The intent would be to quantify the detection/discrimination and characterization capabilities of each of these technologies. Selected providers have a unique way of hard spot identification and it would be very beneficial to compare their performance in the phase-II of this project. Inspection approaches, their key principles and their latest development are presented in this report. | PR-328-173802-R01 Hard Spot NDE Evaluation | The presence of hard spot in pipelines, a localized confined region of relatively higher hardness, are prone to crack initiation and hydrogen embrittlement. Early detection of hard spots before it […] | publish | Uncategorized | open | open | pr-328-173802-r01-hard-spot-nde-evaluation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-328-173802-r01-hard-spot-nde-evaluation/ | 0 | 0 | raw | default | 1.000 | Integrity & Inspection | |||||||
| 19/11/2019 | 3492 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The presence of hard spots, a localized confined region of relatively higher hardness, cause pipelines to be prone to crack initiation and hydrogen embrittlement. Early detection and mitigation of hard spots following plate manufacturing are essential to mitigation of any hard spot-related failures. This issue of early detection of hard spots and the related verification and validation of applicable technologies are the primary focus of PRCI project NDE 4-11. PRCI project NDE 4-11 consisted of two phases: Phase I, "Review of Existing and Emerging Technologies for Hard Spot Detection" (2017-2018), and Phase II, "Statistical Evaluation and Performance Assessment of Emerging Hard Spot Detection Technologies" (2018-2019). Phase I of this project reviewed the electromagnetic principles that apply to hard spot detection/discrimination, and the identification of applicable non-destructive evaluation technologies that have either been developed or are being developed. Six different non-destructive evaluation technologies were identified for their further evaluation during Phase-II. | PR-328-183838-R01 Hard Spot NDE Verification and Validation – Phase II | The presence of hard spots, a localized confined region of relatively higher hardness, cause pipelines to be prone to crack initiation and hydrogen embrittlement. Early detection and mitigation of hard […] | publish | Uncategorized | open | open | pr-328-183838-r01-hard-spot-nde-verification-and-validation-phase-ii | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-328-183838-r01-hard-spot-nde-verification-and-validation-phase-ii/ | 0 | 0 | raw | default | 495 | Integrity & Inspection | |||||||
| 29/06/2023 | 3493 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This multi-phased PHMSA/PRCI project aims to conduct a collaborative study (pipeline operators, ILI Technology Providers (TPs), subject matter experts, and consultants) to quantitatively measure and improve the detection and sizing capabilities of current corrosion ILI systems. A data-driven approach was used which identified problematic corrosion profiles based on the review of recent Root-Cause-Analysis reports of corrosion-related failures to design and construct an ILI corrosion test string containing features having similar profiles. All such profiles were then documented using the best possible NDE techniques. Three participating ILI TPs proposed appropriate inspection tools based on limited knowledge of the integrity conditions in the test string. A series of blind pull-through tests of the ILI systems were carried out, where the TPs delivered standard ILI reports for performance evaluation. The ILI TPs receive detailed feedback identifying the detection and sizing gaps. They are given a limited sample of detailed anomaly profile data to identify potential sources of detection and sizing improvement. A second series of ILI tests are performed and the changes in detection and sizing are analyzed and quantified for each problematic corrosion profile, identifying the improvements and the remaining gaps. The results and findings of this 3.5-year long project are presented in this Report. This research was funded in part under the Department of Transportation, Pipeline and Hazardous Materials Safety Administration's Pipeline Safety Research and Development Program. The views and conclusions contained in this document are those of the authors and should not be interpreted as representing the official policies, either expressed or implied, of the Pipeline and Hazardous Materials Safety Administration, or the U.S. Government. | PR-328-203803-R01 Improve ILI Sizing Accuracy | This multi-phased PHMSA/PRCI project aims to conduct a collaborative study (pipeline operators, ILI Technology Providers (TPs), subject matter experts, and consultants) to quantitatively measure and improve the detection and sizing […] | publish | Uncategorized | open | open | pr-328-203803-r01-improve-ili-sizing-accuracy | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-328-203803-r01-improve-ili-sizing-accuracy/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 05/07/2018 | 3454 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The application of modern automation and combustion control technologies has greatly increased the reliability of engine operation when operating under load. Detonation and preignition along with unanticipated shutdowns have been reduced if not eliminated on modernized legacy engines. However starting and unloaded operation can result insubstantial detonation and preignition resulting in pressure and temperatures which significantly exceed loaded operation. In addition, these combustion aberrations can trip an engine off line before it achieves stable loaded operation. This will result in a failed start and may trigger the dispatch of a technician to investigate and resolve the problem. This paper looks at methods to detect and quantify damage during startup in two cycle gas engines. It finds that detection of various damaging cycles is achievable using pressure waveform characteristics. It also demonstrates that aberrant cycles are much more common in the startup phase than shutdown/idle and that generally damage tends to be concentrated in a few "problem" pistons rather than spread evenly across the engine. This report has a related webinar. | PR-309-17203-R01 Starting Damage on Legacy Pipeline Engines | The application of modern automation and combustion control technologies has greatly increased the reliability of engine operation when operating under load. Detonation and preignition along with unanticipated shutdowns have been […] | publish | Uncategorized | open | open | pr-309-17203-r01-starting-damage-on-legacy-pipeline-engines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-309-17203-r01-starting-damage-on-legacy-pipeline-engines/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 23/10/2019 | 3455 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This is a evaluation of available sensor, control, and data storage technology in use by the compressor industry. It briefly examines current, available but underutilized, and future technologies related to sensor technology, sensor power, communications topology and technology, controllers, human machine interfaces, control algorithms, operator level data access, and asset managers. Based on those observations, future research suggestions are offered. | PR309-19202-R01 Current Control Technology for Compressor Stations | This is a evaluation of available sensor, control, and data storage technology in use by the compressor industry. It briefly examines current, available but underutilized, and future technologies related to […] | publish | Uncategorized | open | open | pr309-19202-r01-current-control-technology-for-compressor-stations | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr309-19202-r01-current-control-technology-for-compressor-stations/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 04/02/2021 | 3456 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pre-Combustion Chambers (PCCs) are commonly used in large-bore natural gas engines to improve the repeatability of ignition and the completeness of combustion, particularly when the engine operates near the lean limit. A study of the ignition of the MCC in a Cooper-Bessemer GMV two stroke lean burn natural gas engine was conducted using Converge CFD software to provide design parameters that will aid PCC manufacturers in improving combustion and reducing methane emissions. The effects of temperature and chemical intermediates (sometimes called "radicals") were investigated, as well as the combination of thermal and intermediate effects. Additionally, this study examined the effect of MCC mixing on the completeness of combustion. This was initially examined as complete fuel-air mixing, and then as a completely mixed Main Combustion Chamber (MCC), with chemical intermediates mixed with the fuel and air to ignite the MCC. This study contributes an important first step in understanding how a PCC ignites the MCC and gives the reader a guide to selecting upgrade technologies when examining fuel injection systems and PCC configurations. | PR-309-20201-R01 CFD Study of Prechamber Ignition Mechanisms for GHG Reduction | Pre-Combustion Chambers (PCCs) are commonly used in large-bore natural gas engines to improve the repeatability of ignition and the completeness of combustion, particularly when the engine operates near the lean […] | publish | Uncategorized | open | open | pr-309-20201-r01-cfd-study-of-prechamber-ignition-mechanisms-for-ghg-reduction | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-309-20201-r01-cfd-study-of-prechamber-ignition-mechanisms-for-ghg-reduction/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 23/09/2025 | 3457 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes and documents the feasibility of constructing and maintaining a leak detection facility at various testing facilities currently in operation. It also documents the industry's current leak detection capabilities, as well as gaps in the current test facilities' abilities. These gaps include testing the existing leak detection technologies in manners consistent with analyzing real-world hydrocarbon pipeline leaks. This report also identifies important potential limiting factors in the facilities' designs and or/operations. | PR310-233903-R01 Internal and External Leak Detection Technology Test Facility Feasibility Assessment | This report describes and documents the feasibility of constructing and maintaining a leak detection facility at various testing facilities currently in operation. It also documents the industry’s current leak detection […] | publish | Uncategorized | open | open | pr310-233903-r01-internal-and-external-leak-detection-technology-test-facility-feasibility-assessment | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr310-233903-r01-internal-and-external-leak-detection-technology-test-facility-feasibility-assessment/ | 0 | 0 | raw | default | 100 | Corrosion | |||||||
| 19/06/2014 | 3458 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report is intended to serve as an engineering reference document that reviews, considers, and evaluates the technical and economic viability of existing and developmental greenhouse gas (GHG) emission reduction technologies and work practices for application to natural gas pipeline compressor stations and hydrocarbon liquid pipeline pump stations. The report is arranged so readers can track information organized in tables in sequential sections. Following sections that provide an introduction and background, Section 3 lists GHG emission sources in three categories: combustion, vented, and fugitive sources (or equipment leaks). Section 4 lists GHG emission reduction technologies and work practices for each of the emission sources. Section 5 presents technical feasibility and emission reduction information for each technology and work practice. Section 6 presents costs and economic analysis for each technology and work practice. The mitigation approaches include developmental technologies and less information is provided for these examples. Appendices B through D provide detailed information for the technologies and work practices that are considered the highest potential. | PR-312-08206-R03 Methods to Reduce the Greenhouse Gas Footprint from Pipeline Compressor and Pump Stations | This report is intended to serve as an engineering reference document that reviews, considers, and evaluates the technical and economic viability of existing and developmental greenhouse gas (GHG) emission reduction […] | publish | Uncategorized | open | open | pr-312-08206-r03-methods-to-reduce-the-greenhouse-gas-footprint-from-pipeline-compressor-and-pump-stations | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-08206-r03-methods-to-reduce-the-greenhouse-gas-footprint-from-pipeline-compressor-and-pump-stations/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 26/02/2014 | 3459 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | For the onshore natural gas transmission compression and storage segments, natural gas pneumatic device venting is included as one of reportable sources required under Subpart W "Petroleum and Natural Gas Systems" of the GHG Mandatory Reporting Rule (MRR). In the natural gas transmission and storage industry, pneumatic devices are used to control process conditions such as temperature, pressure, flow and liquid level. A count and categorization into continuous high-, intermittent-, and continuous low-bleed pneumatic devices is required to calculate GHG emissions from pneumatic controllers. EPA has not specified a method to classify each pneumatic device, and Subpart W instructs reporters to "determine the type of pneumatic device using engineering estimates based on best available information." Thus, companies must determine which category is appropriate for each pneumatic device, and the device count must be updated annually. This report includes an introduction and background on the GHG Mandatory Reporting Rule (MRR) and pneumatic device source in Section 1. Section 2 provides a discussion of the project objectives and a discussion of the efforts to compile pneumatic device information. Section 3 provides a comparison of the default MRR GRI-EPA Tier 2 pneumatic device emission factors to other published rates. Section 4 explores pneumatic device types used in natural gas transmission and storage. Section 5 provides a summary of the Subpart W pneumatic device emission calculation methodology. Section 6 provides a summary of vendor survey results including the Excel calculation and device lookup tools. Sections 7 and 8 provide initial conclusions from the vendor survey and nomenclature and categorization issues, respectively. Section 8 also includes a discussion of factors that complicate classification and options to consider when resolving this for Subpart W reporting - and new complication associated with parallel definitions for Subpart OOOO control rule. The document includes a macro enabled spreadsheet that can be used to estimate emission rates from pneumatic controllers. | PR-312-10202-E01 Characterization of Natural Gas Pneumatic Device Types Vent Rates | For the onshore natural gas transmission compression and storage segments, natural gas pneumatic device venting is included as one of reportable sources required under Subpart W “Petroleum and Natural Gas […] | publish | Uncategorized | open | open | pr-312-10202-e01-characterization-of-natural-gas-pneumatic-device-types-vent-rates | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-10202-e01-characterization-of-natural-gas-pneumatic-device-types-vent-rates/ | 0 | 0 | raw | default | 2.000 | Compressor & Pump Station | |||||||
| 20/07/2016 | 3460 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Since formaldehyde is ubiquitous (e.g., naturally formed through atmospheric chemistry even if not directly emitted), there is also the potential that atmospheric levels and atmospheric chemistry are not adequately understood. That avenue of investigation may provide important information that could be important in assessing formaldehyde health risk, source contribution, and ultimately regulatory criteria for gas-fired combustion sources. In 2002 and 2003, the pipeline industry conducted turbine formaldehyde testing using refined FTIR methods and a dedicated measurement system, which indicated exhaust formaldehyde below 100 ppb and near the method detection limit. Anecdotal data from that test program showed ambient levels similar to turbine exhaust in some cases. For example, during the industry test program, a serendipitous finding observed that ambient formaldehyde concentrations varied and were independent of turbine operation. Instead, naturally occurring emissions from an adjacent corn field appeared to spike the ambient concentration to levels higher than formaldehyde exhaust levels, depending on whether there was direct sunlight or shading from a cloud (i.e., due to “naturally occurring†formaldehyde from vegetation and/or other organics and ambient photochemistry that forms formaldehyde). Evidence of “high†ambient formaldehyde levels (relative to turbine exhaust) would be a powerful counterargument to restrictive formaldehyde regulations. If ambient levels are similar to (or higher than) in-stack formaldehyde for turbines, then a NESHAP requiring catalytic control of turbine formaldehyde results in a significant burden without environmental benefit, while also negatively impacting turbine efficiency and environmental impacts associated with catalyst construction, installation, operation, cleaning, and disposal. Similarly, if ambient formaldehyde is significantly higher (in at least some circumstances) than currently available ambient data suggests, there could be implications for perceived formaldehyde risk and the basis, need for, and stringency of formaldehyde reductions from turbines or other combustion sources. In a more far-reaching impact, ambient FTIR data could provide additional insights on atmospheric reactions that not only impact formaldehyde issues, but also ozone (and NOx control issues) because of the importance of formaldehyde and hydrocarbon chemistry in ambient ozone formation. These determinations are challenged by the ability to accurately measure formaldehyde at levels less than 100 parts per billion (ppbv). Ambient measurements rely on “batch methods†subject to error (due to the inherent instability and reactivity of formaldehyde), and those methods do not provide real-time continuous results. Extractive Fourier Transform Infrared (FTIR) methods were developed for combustion exhaust formaldehyde measurement, but measuring the ultra-low levels from turbines, commensurate with the NESHAP standard of 90 ppb, is challenging. This project was intended assess ambient formaldehyde levels as compared to the NESHAP standard and acquire additional ambient measurement data using FTIR testing. | PR-312-12206-R01 FTIR Formaldehyde Measurement at Turbine NESHAP and Ambient Levels | Since formaldehyde is ubiquitous (e.g., naturally formed through atmospheric chemistry even if not directly emitted), there is also the potential that atmospheric levels and atmospheric chemistry are not adequately understood. […] | publish | Uncategorized | open | open | pr-312-12206-r01-ftir-formaldehyde-measurement-at-turbine-neshap-and-ambient-levels | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-12206-r01-ftir-formaldehyde-measurement-at-turbine-neshap-and-ambient-levels/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 19/04/2018 | 3461 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | When natural gas is combusted, formaldehyde is formed as an intermediate product as methane is converted to CO2 during combustion. Formaldehyde is regulated by the U.S. EPA as a hazardous air pollutant (HAP) under National Emission Standards for Hazardous Air Pollutants (NESHAP) regulations, and both turbines and reciprocating engines are listed source categories where EPA is required to develop regulations. NESHAPs have been adopted for natural gas-fired combustion turbines and reciprocating internal combustion engines (RICE), with initial regulations in 2004 that included a 91 parts per billion (ppb) standard for new turbines at "major source" facilities. However, the Turbine NESHAP was "stayed" by EPA as the agency considered whether natural gas-fired turbines should be regulated (i.e., whether those turbines would be "delisted" or removed from the rule). In response to a legal challenge regarding EPA's failure to meet Clean Air Act mandated schedules, EPA recently indicated that it plans to initiate a required periodic review of the Turbine NESHAP and that review will also address the delisting request. The "residual risk and technology review" (RTR) for the Turbine NESHAP will likely be conducted in 2018. Revisions to the regulation may be proposed when that review process is complete. Formaldehyde is ubiquitous (e.g., naturally formed through atmospheric chemistry even if not directly emitted), and there is also the potential that atmospheric levels and atmospheric chemistry are not adequately understood. Earlier pipeline industry testing of turbine formaldehyde emissions using refined methods indicated exhaust formaldehyde below 100 ppb and near the method detection limit. Anecdotal data from that test program showed ambient levels comparable to turbine exhaust in some cases, with naturally occurring emissions from an adjacent corn field resulting in ambient concentrations higher than formaldehyde exhaust levels. Evidence of "high" ambient formaldehyde levels (relative to turbine exhaust) may provide context and a counterargument to restrictive formaldehyde regulations. Understanding turbine formaldehyde emissions as compared to ambient levels is challenged by the ability to measure formaldehyde concentrations less than 100 parts per billion (ppb). Extractive Fourier Transform Infrared (FTIR) methods were developed for combustion exhaust formaldehyde measurement. However, measuring the ultra-low levels from turbines, commensurate with the NESHAP standard, will likely pose challenges. This project measured ambient formaldehyde levels using FTIR testing for comparison to the NESHAP standard. Significant challenges for conducting such measurements are apparent, which presents technical questions related to the feasibility of implementing emissions tests for the Turbine NESHAP standard. | PR-312-12206-R02 FTIR Formaldehyde Measurement at Turbine NESHAP and Ambient Levels | When natural gas is combusted, formaldehyde is formed as an intermediate product as methane is converted to CO2 during combustion. Formaldehyde is regulated by the U.S. EPA as a hazardous […] | publish | Uncategorized | open | open | pr-312-12206-r02-ftir-formaldehyde-measurement-at-turbine-neshap-and-ambient-levels | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-12206-r02-ftir-formaldehyde-measurement-at-turbine-neshap-and-ambient-levels/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 12/03/2014 | 3462 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Modeling of actual and hypothetical compressor station facilities concluded increasing reciprocating engine stack height as one potential mitigation measure to reduce modeled impacts below the primary 1-hour NO2 National Ambient Air Quality Standards (NAAQS). Increasing stack heights to between 50-75 feet appears to offer considerable relief based on typical facility configurations (e.g., compressor house height, stack parameters). This white paper discusses potential stack design criteria to be considered when increasing existing exhaust stack heights or planning considerations for new units. To assist in gathering information on practical concerns and issues associated with raising existing compressor driver stacks, a questionnaire was developed and provided to operations and engineering staff, OEMs, and members to provide insight into physical constraints, engineering considerations, and costs to be considered and evaluated in developing this report. This white paper summarizes stack height limitations for reciprocating engines based on operating (e.g., back pressure, effective stack heights) and physical (e.g., guy-wire and structural requirements) constraints. Where available, cost implications are also provided. Criteria addressed include: Good Engineering Practice (GEP) for stack heights, engine back pressure limitations, structural integrity of the exhaust system, wind and seismic loads on the exhaust stack, and other specifications for structural designs. Proper stack design should address local environmental regulations, local building codes (e.g., height requirements, wind and seismic loads), structural integrity, base configuration, and lateral support. | PR-312-12208-R02 Limitations and Costs Associated with Raising Existing RICE Stack Heights | Modeling of actual and hypothetical compressor station facilities concluded increasing reciprocating engine stack height as one potential mitigation measure to reduce modeled impacts below the primary 1-hour NO2 National Ambient […] | publish | Uncategorized | open | open | pr-312-12208-r02-limitations-and-costs-associated-with-raising-existing-rice-stack-heights | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-12208-r02-limitations-and-costs-associated-with-raising-existing-rice-stack-heights/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 19/02/2016 | 3463 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A brief summary of NO2/NOx emissions data for reciprocating engines and gas turbines. Includes an Excel spreadsheet with the raw data that corresponds to the information in the report. | PR-312-12208-Z04 Summary of NO2 – NOx Ratio Test Data for Reciprocating Engines and Turbines | A brief summary of NO2/NOx emissions data for reciprocating engines and gas turbines. Includes an Excel spreadsheet with the raw data that corresponds to the information in the report. | publish | Uncategorized | open | open | pr-312-12208-z04-summary-of-no2-nox-ratio-test-data-for-reciprocating-engines-and-turbines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-12208-z04-summary-of-no2-nox-ratio-test-data-for-reciprocating-engines-and-turbines/ | 0 | 0 | raw | default | 750 | Compressor & Pump Station | |||||||
| 21/04/2015 | 3464 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The basis of electrochemical cell gas sensor technology is presented in the context of electrochemical cell portable analyzers for emissions testing of NOx and CO. This paper presents a modified test method approach and QA/QC criteria that supplement the project goal of assessing existing portable analyzer test methods and protocols for appropriate QA/QC requirements. The goal of a modified method is to minimize testing costs while ensuring data quality. The modified method leverages the inherent linearity of electrochemical cell technology, based on fundamental scientific principles, to employ single point calibration and order of magnitude span gases. Special considerations are included for “near zero†emissions testing (e.g., concentrations that are single digit parts per million by volume). Further demonstration and validation of a modified method through laboratory and field testing is recommended. | PR-312-14206-R01 Considerations for Developing a New Electrochemical Cell Portable Analyzer Test Method | The basis of electrochemical cell gas sensor technology is presented in the context of electrochemical cell portable analyzers for emissions testing of NOx and CO. This paper presents a modified […] | publish | Uncategorized | open | open | pr-312-14206-r01-considerations-for-developing-a-new-electrochemical-cell-portable-analyzer-test-method | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-14206-r01-considerations-for-developing-a-new-electrochemical-cell-portable-analyzer-test-method/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 22/11/2017 | 3465 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In 2010, the U.S. Environmental Protection Agency (EPA) adopted a 1-hour nitrogen dioxide (NO2) National Ambient Air Quality Standard (NAAQS) of 100 parts per billion (ppb) or approximately 188 micrograms per cubic meter (µg/m3) that is considerably more stringent than the longstanding annual standard of 53 ppb (100 µg/m3). New or modified compressor units may be encumbered by federal or state regulatory requirements to demonstrate compliance with the NO2 NAAQS using AERMOD, EPA's dispersion model, because the new NAAQS greatly reduces the compliance margin. AERMOD was developed and validated with a primary focus on larger sources with taller stacks, such as electric utility boilers, which results in model conservatism for sources such as compressor stations with shorter stacks that result in near-field modeled impacts. However, a comprehensive dataset was not available to understand AERMOD conservatism. This project developed a comprehensive dataset based on 13 months of monitoring at a compressor station in Oklahoma, including ambient monitoring of ozone and oxides of nitrogen (NOx), meteorological data, and reciprocating engine emissions. This final report summarizes planning and execution of the data collection effort, reviews the resulting dataset, and provides an initial assessment of AERMOD performance based on this dataset. In addition to this report, the dataset will be released to EPA and the public so that it is accessible to the modeling community for other projects that are investigating specific aspects of AERMOD performance. This includes both the report and the associated data in Excel format. | PR-312-15201-Z01 Balko OK Compressor Station 102 Data Summary and Initial AERMOD Performance Assessment | In 2010, the U.S. Environmental Protection Agency (EPA) adopted a 1-hour nitrogen dioxide (NO2) National Ambient Air Quality Standard (NAAQS) of 100 parts per billion (ppb) or approximately 188 micrograms […] | publish | Uncategorized | open | open | pr-312-15201-z01-balko-ok-compressor-station-102-data-summary-and-initial-aermod-performance-assessment | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-15201-z01-balko-ok-compressor-station-102-data-summary-and-initial-aermod-performance-assessment/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 21/05/2018 | 3466 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The U.S. EPA Greenhouse Gas (GHG) Reporting Program (GHGRP) requires compressor stations and underground storage facilities to measure compressor vent, rod packing, and seal emissions for facilities subject to 40 CFR, Part 98, Subpart W. The objective of the project is to gather and evaluate 2011 - 2016 Subpart W compressor vent and seal methane emissions data from site measurements, and present final results of an analysis to develop methane Emission Factors (EFs) based on these data. The EFs and analysis of relative contribution from different sources can be used: (1) as alternatives to current emission factors for compressor methane emissions used for Transmission and Storage (T&S) operations in EPA's annual GHG inventory; (2) to provide an EF based emission estimate for Subpart W that replaces ongoing annual GHGRP vent measurements; and (3) to document the relative contribution of different compressor leak/seal sources and support alternative leak mitigation strategies. Comparisons of the EPA Annual GHG Inventory EFs to Subpart W based EFs in this report show consistently lower compressor emissions than estimates based on historical data or reports. Large leaks, which stem from less than 3% of the compressor measurements, increase the EFs by 26% to 194%, thus greatly impacting the EF results. Alternative EFs are provided for transmission and storage compressor methane emissions. | PR-312-16202-R02 GHG Emission Factor Development for Natural Gas Compressors | The U.S. EPA Greenhouse Gas (GHG) Reporting Program (GHGRP) requires compressor stations and underground storage facilities to measure compressor vent, rod packing, and seal emissions for facilities subject to 40 […] | publish | Uncategorized | open | open | pr-312-16202-r02-ghg-emission-factor-development-for-natural-gas-compressors | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-16202-r02-ghg-emission-factor-development-for-natural-gas-compressors/ | 0 | 0 | raw | default | 250 | Compressor & Pump Station | |||||||
| 22/09/2019 | 3467 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A 2018 PRCI report evaluated related emissions from compressor seals, isolation valves, and blowdown valves based on direct measurements required by Subpart W of the GHG Reporting Program. This report presents the methane emissions data from 2011 - 2016 for the balance of the Subpart W emission sources, including: facility leaks (other than from compressor isolation valves and blowdown valves), pneumatic controller venting, condensate tank dump valve leakage, and blowdown emissions from stations. Transmission pipeline blowdown emission reporting was added to the EPA regulation in late 2015, and 2016 and 2017 pipeline blowdown data are presented in this report. The objective of the project is to evaluate and analyze the dataset, and compare methane emission estimates from these sources to historical data used by EPA, primarily the emission factors (EFs) from the mid-1990s EPA/Gas Research Institute (GRI) study used by EPA in its annual GHG inventory (GHGi) report. The results and related EFs and analysis of relative contribution from different sources can be used: (1) as an alternative to GHGi EFs for estimating methane emissions for Transmission and Storage (T&S) operations; (2) to document the relative contribution of different T&S methane emission sources; and (3) to identify reductions relative to historical estimates and support more efficient methane mitigation strategies. The Subpart W data for leaks and pneumatic devices are consistently lower than GHGi estimates, and blowdown emissions from compressor stations and transmission pipelines are similar in magnitude to GHGi estimates. | PR-312-16202-R03 Methane Emissions from Transmission and Storage Subpart W Sources | A 2018 PRCI report evaluated related emissions from compressor seals, isolation valves, and blowdown valves based on direct measurements required by Subpart W of the GHG Reporting Program. This report […] | publish | Uncategorized | open | open | pr-312-16202-r03-methane-emissions-from-transmission-and-storage-subpart-w-sources | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-16202-r03-methane-emissions-from-transmission-and-storage-subpart-w-sources/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 06/09/2018 | 3468 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report provides status and results after completing Phase 2 of an ongoing project to develop a simplified test method for portable analyzer emissions tests. The Phase 1 report provided the technical rationale for simplifying procedures (e.g., calibration) and reducing associated costs based on the inherent linearity associated with the physical properties of electrochemical cells, which are the analytical technology used in current generation electrochemical analyzers. The Phase 1 report also identified the primary criteria for the simplified methodology. This document provides a listing of related PRCI project documents, including the project plan, the draft test method, and the data gaps memo. The main focus of this report is to present results of lab and field experimentation conducted in 2016 and 2017 designed to address the data gaps. Portable analyzer manufacturers (Testo, AMETEK, and ECOM) demonstrated support for this project via cofounding and participation in experimentation and draft method discussions. The conclusions drawn from the experimentation in support of draft method revisions will be discussed in greater detail in the final report. | PR-312-17204-R01 Portable Analyzer Method Update – Phase 2 | This report provides status and results after completing Phase 2 of an ongoing project to develop a simplified test method for portable analyzer emissions tests. The Phase 1 report provided […] | publish | Uncategorized | open | open | pr-312-17204-r01-portable-analyzer-method-update-phase-2 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-17204-r01-portable-analyzer-method-update-phase-2/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 09/06/2018 | 3469 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A multi-phase project has developed a simplified portable analyzer emission test method for measuring NOx and CO emissions from natural gas-fired combustion sources. The method leverages the inherent linear performance of electrochemical cell-based technology to provide simplified procedures that will lower cost. This Phase 3 report complements earlier Phase 1 and Phase 2 documents that established the technological basis (i.e., linear performance) of the simplified method, developed a draft method, identified data gaps associated method procedures, and conducted limited lab and field tests to address the data gaps. Those efforts culminate with the Phase 3 report that includes the revised test method, discussion of the key elements of the method, and the rationale for their inclusion. Key outcomes are discussed, including advantages to users and to the quality of the measurement. For example, modification of the NO2 pre-check sequence and calibration gas concentration will have significant impacts on the quality of the NO2 calibration gas as manufactured, and the consistency of the measurement of the species. Plans are discussed for final phase tasks associated with sharing the method with EPA or state agencies and pursuing acceptance. . | PR-312-17204-R02 Portable Analyzer Method Update – Phase 3 | A multi-phase project has developed a simplified portable analyzer emission test method for measuring NOx and CO emissions from natural gas-fired combustion sources. The method leverages the inherent linear performance […] | publish | Uncategorized | open | open | pr-312-17204-r02-portable-analyzer-method-update-phase-3 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-17204-r02-portable-analyzer-method-update-phase-3/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 03/06/2020 | 3470 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This white paper presents a new approach for modeling emission inputs for dispersion modeling assessments. The approach is a paradigm shift from the current practice, which requires the simulation of source emissions by including all sources operating simultaneously for every hour during the year. This longstanding overly conservative approach does not adequately represent source emissions in some cases, especially from infrequent, non-continuously operated sources. | PR-312-18208-E01 Statistical Technique for Estimating NOx Emissions from Infrequently Operated Units | This white paper presents a new approach for modeling emission inputs for dispersion modeling assessments. The approach is a paradigm shift from the current practice, which requires the simulation of […] | publish | Uncategorized | open | open | pr-312-18208-e01-statistical-technique-for-estimating-nox-emissions-from-infrequently-operated-units | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-18208-e01-statistical-technique-for-estimating-nox-emissions-from-infrequently-operated-units/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 25/07/2021 | 3471 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This white paper demonstrates that AERMOD contains formulation errors and does not currently provide accurate NOx estimates for sources (e.g., natural gas compressor stations) with shorter stacks. The white paper also demonstrates that a new building downwash theory (PRIME2) does provide better agreement with NOx observations than AERMOD's PRIME algorithms. In addition, the white paper shows that PVMRM does not provide accurate estimates of the NO2/NOx ratio as confirmed by Panek et al. (2020) who showed poor agreement between predicted and observed NO2/NOx ratios. The paper concludes that the basic theory in PVMRM is sound, but some underlying simplifying assumptions contribute to model performance issues. | PR-312-18208-E02 PRCI White Paper PVMRM Theoretical Issues and Recommended Solutions | This white paper demonstrates that AERMOD contains formulation errors and does not currently provide accurate NOx estimates for sources (e.g., natural gas compressor stations) with shorter stacks. The white paper […] | publish | Uncategorized | open | open | pr-312-18208-e02-prci-white-paper-pvmrm-theoretical-issues-and-recommended-solutions | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-18208-e02-prci-white-paper-pvmrm-theoretical-issues-and-recommended-solutions/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 02/08/2022 | 3472 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In 2010, the U.S. Environmental Protection Agency (EPA) adopted a 1-hour nitrogen dioxide (NO2) National Ambient Air Quality Standard (NAAQS) of 100 parts per billion (ppb) or approximately 188 micrograms per cubic meter (µg/m3) that is considerably more stringent than the longstanding annual standard of 53 ppb (100 µg/m3). New or modified compressor units may be encumbered by federal or state regulatory requirements to demonstrate compliance with the NO2 NAAQS using AERMOD, EPA's dispersion model, because the new NAAQS greatly reduces the compliance margin. Compressor stations have been increasingly requested to model source contribution to other nearby permitting actions through no new action on their part. Model conservatism and performance concerns has limited NO2 NAAQS compliance options necessitating the need to improve model estimates for reciprocating engine drivers at pipeline compressor stations. AERMOD was developed and validated with a primary focus on larger sources with taller stacks, such as electric utility boilers, which results in model conservatism for sources such as compressor stations with shorter stacks that result in near-field modeled impacts. This report summarizes additional analyses conducted and reviewed with EPA that were completed to assess and reduce model conservatism and improve overall model performance. This report presents a more detailed analysis of modeled versus observed results, model performance, and recommendations for model improvements. These analyses also evaluated other ongoing efforts (e.g., PRIME2 downwash improvements and integration of the ADMS chemistry module an alternative in AERMOD) using the data collected from this program may be used to assess these revisions. This final report summarizes the deeper dive into the NOx chemistry, dispersion, and downwash performance assessments within AERMOD based on the Balko dataset. Specific recommendations are made throughout this report to improve overall model performance. | PR-312-18208-R03 AERMOD Performance Assessments, Implementation Issues and Recommended Improvements | In 2010, the U.S. Environmental Protection Agency (EPA) adopted a 1-hour nitrogen dioxide (NO2) National Ambient Air Quality Standard (NAAQS) of 100 parts per billion (ppb) or approximately 188 micrograms […] | publish | Uncategorized | open | open | pr-312-18208-r03-aermod-performance-assessments-implementation-issues-and-recommended-improvements | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-18208-r03-aermod-performance-assessments-implementation-issues-and-recommended-improvements/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 04/11/2019 | 3473 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This white paper provides a step-by-step review of the methodology and data sources for development of compressor methane emission factors (EFs), and develops updated EFs based on Subpart W compressor measurement and leak survey data. The methodology is analogous to that used in a previous GRI/EPA Methane Emissions Study. In all cases, updated T&S compressor emission factors are lower than historical emission factors, and significantly lower in some cases. The updated emission factors provide a current best-estimate of T&S compressors emissions, and can be used to update emission estimates in the EPA Annual GHG Inventory Report, and to provide an alternative method for the annual estimate of compressor emissions for Subpart W. | PR-312-18209-E01 Methane Emissions from Compressors in Transmission and Storage Subpart W Sources | This white paper provides a step-by-step review of the methodology and data sources for development of compressor methane emission factors (EFs), and develops updated EFs based on Subpart W compressor […] | publish | Uncategorized | open | open | pr-312-18209-e01-methane-emissions-from-compressors-in-transmission-and-storage-subpart-w-sources | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-312-18209-e01-methane-emissions-from-compressors-in-transmission-and-storage-subpart-w-sources/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 12/09/2024 | 3434 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | As standards discussions progress covering hydrogen transmission by pipeline, and new test data become available, it is important there exists a common understanding of the key terms and nomenclature associated with the various forms of hydrogen damage and the mechanisms of hydrogen embrittlement. A glossary of terms and descriptions of typical test methods and nomenclature are provided to enhance communication between individuals involved in discussions of the effects of hydrogen on pipeline steels. Differences will always exist in definitions of terms, particularly between various industries. However, the information provided here tries to provide the broadest possible usage, with particular emphasis on the pipeline community. | PR276-23111-R01 Terminology on the Effect of Hydrogen on Steel | As standards discussions progress covering hydrogen transmission by pipeline, and new test data become available, it is important there exists a common understanding of the key terms and nomenclature associated […] | publish | Uncategorized | open | open | pr276-23111-r01-terminology-on-the-effect-of-hydrogen-on-steel | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr276-23111-r01-terminology-on-the-effect-of-hydrogen-on-steel/ | 0 | 0 | raw | default | 0 | Emerging Fuels | |||||||
| 06/03/2012 | 3435 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Despite the advances that have been made in the horizontal directional drilling (HDD) industry over the past 40 years, damage to existing underground facilities as a result of HDD operations remains a serious concern. HDD poses a unique risk of damage to underground facilities due to the fact that obstructions along the drilled path are seldom evident during construction. HDD operations also have the potential to cause damage even when a seemingly adequate separation distance is maintained between the drilled path and existing facilities. As a result of these issues, damage prevention practices in the HDD industry are becoming increasingly important as facility corridors become more congested. In order to effectively reduce the potential for facility damage resulting from HDD operations, it’s important for those involved in HDD design and construction to understand why facility damage can occur and how it can be prevented. The objective of this report is to present guidelines that will both reduce the potential for damage to existing facilities during HDD operations and improve the accuracy with which the location of completed HDD installations is documented. | PR-277-103700-R01 Guidelines for Preventing Underground Facility Damage as a Result of HDD | Despite the advances that have been made in the horizontal directional drilling (HDD) industry over the past 40 years, damage to existing underground facilities as a result of HDD operations […] | publish | Uncategorized | open | open | pr-277-103700-r01-guidelines-for-preventing-underground-facility-damage-as-a-result-of-hdd | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-277-103700-r01-guidelines-for-preventing-underground-facility-damage-as-a-result-of-hdd/ | 0 | 0 | raw | default | 150 | Surveillance, Operations & Monitoring | |||||||
| 09/07/2024 | 3436 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document reviews prevailing gaps found among typical energy sector trenchless construction methods (i.e., relatively small diameter, steel pressure pipe applications). This document also provides high-level guidance for selecting prospective trenchless installation methods. The target audience for this document are energy owner companies, design engineers, and project planners. It should be noted that consideration is limited to new construction trenchless methods. Methodologies associated with rehabilitation or renewal practices are not addressed. | PR277-234506-R01 Guidelines for Selecting Trenchless Installation Methods | This document reviews prevailing gaps found among typical energy sector trenchless construction methods (i.e., relatively small diameter, steel pressure pipe applications). This document also provides high-level guidance for selecting prospective […] | publish | Uncategorized | open | open | pr277-234506-r01-guidelines-for-selecting-trenchless-installation-methods | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr277-234506-r01-guidelines-for-selecting-trenchless-installation-methods/ | 0 | 0 | raw | default | 500 | Design, Materials & Construction | |||||||
| 18/03/2026 | 3437 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report is an updated version of the original engineering design guide published in 1995 by the Pipeline Research Committee (PRC) of the American Gas Association. As with the original document, it is intended to serve as a step-by-step guide for engineers engaged in the evaluation, design, and management of pipeline construction by horizontal directional drilling (HDD). Topics covered include a description of the HDD process, technical feasibility and cost considerations, surface and subsurface site investigations, drilled path design, steel pipe installation and operating stress analysis, environmental impact, construction contracts, and construction monitoring. The design guide includes two Microsoft Excel workbooks for use in analyzing HDD installation loads and stresses on steel pipe. | PR277-254506-Z01 Installation of Pipelines by Horizontal Directional Drilling | This report is an updated version of the original engineering design guide published in 1995 by the Pipeline Research Committee (PRC) of the American Gas Association. As with the original […] | publish | Uncategorized | open | open | pr277-254506-z01-installation-of-pipelines-by-horizontal-directional-drilling | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr277-254506-z01-installation-of-pipelines-by-horizontal-directional-drilling/ | 0 | 0 | raw | default | 2.500 | Design, Materials & Construction | |||||||
| 21/06/2021 | 3438 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The response of gas flow meters to different gases and the accompanied potential uncertainty increase is an important subject in industry. Multiple measurement technologies exist and are expected to behave differently under the change of gas type and when operating under different pressure. The main interest of PRCI is the response of custody transfer gas flow meters to natural gas and air in the range of pressures between atmospheric and 100 bar (1500 psi). Understanding of the response of these flow meters may enable the calibration of these meters under conditions different from the actual field condition in expense of additional uncertainty. | PR-282-20601-R01 High Pressure Calibration of Turbine and USMs with an Inert Gas | The response of gas flow meters to different gases and the accompanied potential uncertainty increase is an important subject in industry. Multiple measurement technologies exist and are expected to behave […] | publish | Uncategorized | open | open | pr-282-20601-r01-high-pressure-calibration-of-turbine-and-usms-with-an-inert-gas | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-282-20601-r01-high-pressure-calibration-of-turbine-and-usms-with-an-inert-gas/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 15/07/2022 | 3439 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The Methane Emissions Reduction solution designed by Solar Turbines was installed and evaluated at the Berkshire Hathaway Energy (Dominion) Chambersburg station in Pennsylvania, USA. Solar Turbines supplied a dry seal recompression (DSR) system and a process vent recompression (PVR) system at the station. The objective of the field trial was to evaluate the durability of this new system, compare the performance in the field to simulation models and as needed make improvements to the mechanical design and/or software control. The dry gas seal recompression system was installed and connected to a Solar Turbines C402 process compressor dry seal primary vent to capture, hold, and reuse dry seal gas leakage. The process vent recompression system was connected to the C402 compressor discharge piping to capture the process gas during pressurized hold and inject it back into the suction line in lieu of venting the gas to atmosphere. Operational data for the two systems was collected for 22-months starting in January 2020 and ending in October 2021. Data was collected at different sample rates; high speed (10ms, 100ms), 1 second, 10 seconds, and 1 hour through historical logs and analyzed for this period of time to evaluate the durability of the systems. Several enhancements were implemented and validated. Data collected during a 12-month period showed that a recycle line and volume bottles on the suction of the compressor helped optimize the performance of the compressor and increased durability. In addition, the use of the auxiliary drain recapture tank on the DSR system allowed for the achievement of a capture rate greater than 99% and resolved issues associated with leakage back into the compressor's first stage inlet during the charge period of the cycle. | PR-283-20207-R01 Field Trial of Solar Turbines Methane Emissions Reduction Solution for Gas Compressors | The Methane Emissions Reduction solution designed by Solar Turbines was installed and evaluated at the Berkshire Hathaway Energy (Dominion) Chambersburg station in Pennsylvania, USA. Solar Turbines supplied a dry seal […] | publish | Uncategorized | open | open | pr-283-20207-r01-field-trial-of-solar-turbines-methane-emissions-reduction-solution-for-gas-compressors | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-283-20207-r01-field-trial-of-solar-turbines-methane-emissions-reduction-solution-for-gas-compressors/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 30/06/2025 | 3440 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Continued interest in emissions factors and operational optimization have led to a combined fac-tor, called the Total Emissions Efficiency (TEE) Score. The TEE Score considers dry low emis-sions operation, power to fuel relationships and compressor recycle, distilled into a single Key Performance Indicator (KPI). The TEE score can be used along a pipeline to help gas control and gas planning groups identify non-efficient emissions operation of a unit or station. This PRCI study has deployed the TEE Score to a section of Kinder Morgan's Natural Gas pipe-line and created a visual dashboard for their Gas Control utilizing Solar Turbines' InSight Plat-form technology. The study lasted one year where Gas Control observed and interacted with TEE Scores based on Gas Control's decisions along the selected pipeline. One of the use cases discussed in this report is how the TEE Score can be used to self-identify units at a compressor station that could be shut down, leading to large reductions in emissions as well as savings of operational hours. The study synthesizes real time sensor data sampled every 10 minutes for multiple compresssor stations as well as survey data from Gas Control operators and managers. This report details best practices for deployment of the TEE Score and draws conclusions about the TEE Score's efficacy as an emissions reduction tool. | PR283-22205-R01 Field Validation of a Total Emissions Efficiency Factor | Continued interest in emissions factors and operational optimization have led to a combined fac-tor, called the Total Emissions Efficiency (TEE) Score. The TEE Score considers dry low emis-sions operation, power […] | publish | Uncategorized | open | open | pr283-22205-r01-field-validation-of-a-total-emissions-efficiency-factor | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr283-22205-r01-field-validation-of-a-total-emissions-efficiency-factor/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 16/05/2016 | 3441 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This study evaluated the effectiveness of ECDA as an inspection methodology and integrity assessment process. This was performed through a series of steps including the following: - Developing and sending out questionnaires to a broad array of pipeline companies. The questionnaire looked for successes and failures with the ECDA process, correlation with other assessment methodologies and issues/gaps with processes and standards. - Conducting interviews with various pipeline companies' integrity management and corrosion control personnel to ascertain ECDA performance and usefulness among other attributes based on the results of the questionnaires. - Performing a literature search for ECDA write-ups on the use, effectiveness and limitations of ECDA as a process and practice. - Performing procedure reviews of leading pipeline companies ECDA process and related corrosion control procedures. Procedures were compared to industry standards and leading practices in order to help determine overall effectiveness of the ECDA processes. This report has a related webinar. | PR-302-133606-R01 Improving the Performance of the ECDA Methodology | This study evaluated the effectiveness of ECDA as an inspection methodology and integrity assessment process. This was performed through a series of steps including the following: – Developing and sending […] | publish | Uncategorized | open | open | pr-302-133606-r01-improving-the-performance-of-the-ecda-methodology | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-302-133606-r01-improving-the-performance-of-the-ecda-methodology/ | 0 | 0 | raw | default | 200 | Corrosion | |||||||
| 11/01/2021 | 3442 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In this report, an advanced failure initiation criterion based on plastic deformation is presented and its use is discussed. The approach is based on the actual stress state and the plastic strain development within the defect region, as these two quantities have been demonstrated to drive the failure of ductile metallic materials. Two steel grades were selected to benchmark the suggested criterion and were fully characterized throughout a comprehensive laboratory testing campaign; where specific specimen geometries were designed so that a given stress state could be achieved in terms of stress triaxiality and Lode parameter. The latter has emerged in more recent studies as having a significant effect, in addition to stress triaxiality. Recent experiments showed that the Lode parameter, which distinguishes between axisymmetric and shear dominated stress states, has an effect on material ductility, especially at low stress triaxiality. The effect of the Lode parameter on plastic strain to failure was experimentally observed in our case studies. It confirms the importance of accurately evaluating stress and strain fields in the pipe wall deformed by mechanical damage, but also the need of reliable material data base to enable engineers to conduct conservative engineering critical assessments as predictive as possible. In addition, the introduced criterion has been numerically implemented in a FE code and tuned so that simulations are in good agreement with experiments. The criterion is so called "un-coupled model" since the plastic behavior is not affected by development of ductile damage during the calculation. It is used as a post-processing script which evaluates a damage indicator for each calculated increment, and failure initiation is expected when the criterion reaches unity. Damage model was investigated on pipe specimens only, and its application has not been extended to actual defects on real pipelines in the scope of this study. It could be in a subsequent project. | PR-306-143732-R02 Lode Parameter Effect on Critical Strain in Mechanical Damage Defects | In this report, an advanced failure initiation criterion based on plastic deformation is presented and its use is discussed. The approach is based on the actual stress state and the […] | publish | Uncategorized | open | open | pr-306-143732-r02-lode-parameter-effect-on-critical-strain-in-mechanical-damage-defects | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-306-143732-r02-lode-parameter-effect-on-critical-strain-in-mechanical-damage-defects/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 24/09/2018 | 3443 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Draft final report outlining the main soil parameters that favor NN-pH-SCC, probes to measure them, and practical guidelines to implement them in the field, as well as a scoring procedure to identify the soil conditons showing highest NN-pH-SCC risk | PR-306-163607-R01 Near Neutral pH Stress Corrosion Cracking, Influence of Environmental Parameters | Draft final report outlining the main soil parameters that favor NN-pH-SCC, probes to measure them, and practical guidelines to implement them in the field, as well as a scoring procedure […] | publish | Uncategorized | open | open | pr-306-163607-r01-near-neutral-ph-stress-corrosion-cracking-influence-of-environmental-parameters | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-306-163607-r01-near-neutral-ph-stress-corrosion-cracking-influence-of-environmental-parameters/ | 0 | 0 | raw | default | 500 | Corrosion | |||||||
| 19/07/2018 | 3444 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes the tests results carried out on five natural gas gross calorific value analyzers depending on the calibration model. Three analyzers were conventional gas chromatographs. Two analyzers were new generation gas chromatographs. Twenty-three gas blend were used for this study including three calibration gas blend. Therefore, the report enables the most suitable linear calibration model to be chosen, in order to minimize gross calorific value measurement errors with respect to methods. | PR-306-16602-R01 Effect of Calibration Gas Blend on Chromatograph Accuracy | This report describes the tests results carried out on five natural gas gross calorific value analyzers depending on the calibration model. Three analyzers were conventional gas chromatographs. Two analyzers were […] | publish | Uncategorized | open | open | pr-306-16602-r01-effect-of-calibration-gas-blend-on-chromatograph-accuracy | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-306-16602-r01-effect-of-calibration-gas-blend-on-chromatograph-accuracy/ | 0 | 0 | raw | default | 150 | Measurement | |||||||
| 08/10/2018 | 3445 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Twenty manufacturers participated to the Gas Quality Benchmark. Answers were given for 15 out of 16 compounds or categories of compounds. Only for "biological agents", no answer was collected. The answers are technical responses from the market to cover the needs and specifications expressed by the gas operators (in Phase 1). Eighteen analyzers were identified as multicomponents analyzers. These analyzers are able to measure from two up to eleven components. Most of them are designed for natural gas analysis. Some manufacturers proposed multicomponents analyzers which are develop for industrial gas, gas purity control and air quality. Thank to this study, a list a potential analyzer of interest are now available. Some of these analyzers could be tested in the near future to validate the analytical performances and confirm the adequacy to the gas industry needs. Also contains contact information to the suppliers, available data sheets, and summary information. | PR-306-17600-Z02 Gas Quality Benchmark Manufacturers Survey PII | Twenty manufacturers participated to the Gas Quality Benchmark. Answers were given for 15 out of 16 compounds or categories of compounds. Only for “biological agents”, no answer was collected. The […] | publish | Uncategorized | open | open | pr-306-17600-z02-gas-quality-benchmark-manufacturers-survey-pii | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-306-17600-z02-gas-quality-benchmark-manufacturers-survey-pii/ | 0 | 0 | raw | default | 100 | Measurement | |||||||
| 01/12/2020 | 3446 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In this study, two severe dent and gouge defects were repaired and submitted to both fatigue and burst pressure in order to investigate on the consistency of using composite sleeves on mechanical damage. The two defects were created on a X63 OD 24'' / WT 0.444'' pipe, using a testing facility which mimics an actual construction work excavator | PR306-184502-R01 Evaluating Composites in Reinforcing Mechanically Damaged Pipelines with Dent and Gouge | In this study, two severe dent and gouge defects were repaired and submitted to both fatigue and burst pressure in order to investigate on the consistency of using composite sleeves […] | publish | Uncategorized | open | open | pr306-184502-r01-evaluating-composites-in-reinforcing-mechanically-damaged-pipelines-with-dent-and-gouge | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr306-184502-r01-evaluating-composites-in-reinforcing-mechanically-damaged-pipelines-with-dent-and-gouge/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 21/12/2020 | 3447 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The overall goal of the study is to develop a concrete path forward to define the necessary projects that need to be completed for companies to transport Renewable Natural Gas (RNG) into their pipelines at best cost while managing impacts. The study was broken down into four main tasks as follows: (1) Mapping of worldwide projects and references, (2) State-of-the-art analysis, (3) Gap analysis, and (4) Recommendations for R&D topics. The analysis focused around 10 technical subjects including: - RNG Composition, - Injection and dilution-related impacts on gas grids, - Safety, - Analyzers, - Odorization, - Metering, - Global Injection System, - Storage, - Reverse Flow Injection System, and - Gathering lines for biogas. | PR306-20604-R01 Emerging Fuels – RNG SOTA Gap Analysis and Future Project Roadmap | The overall goal of the study is to develop a concrete path forward to define the necessary projects that need to be completed for companies to transport Renewable Natural Gas […] | publish | Uncategorized | open | open | pr306-20604-r01-emerging-fuels-rng-sota-gap-analysis-and-future-project-roadmap | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr306-20604-r01-emerging-fuels-rng-sota-gap-analysis-and-future-project-roadmap/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 15/05/2013 | 3448 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In 2001, the Compressor and Pump Station Technical Committee (CAPSTC) recognized the importance of cylinder level sensing and control to minimize NOx emissions while maintaining optimum engine performance, therefore, a CAPSTC member brought the concept of ion sense to the committee as an alternative to fiber optic pressure sensors for continuous combustion performance monitoring. Derived from automotive technology, ion sense utilizes post ignition ionization measurements from a standard spark plug to monitor the combustions process. Based on successful feasibility tests at Colorado State University’s (CSU) GMV-4, the commercialization team focused their efforts on developing a product for Open Combustion Chamber (OCC) Two Stroke Cycle (2SC) lean burn engines. By 2010, the commercialization team of Advanced Engine Technologies Corporation (AETC), Altronic, and Mecel developed commercial hardware and conducted extensive mapping and long term testing on three different 2SC OCC engines operated by three different companies. | PR-309-06201-R01 Pre-Production and Production Ion Sense Hardware and Cylinder Level Sensing | In 2001, the Compressor and Pump Station Technical Committee (CAPSTC) recognized the importance of cylinder level sensing and control to minimize NOx emissions while maintaining optimum engine performance, therefore, a […] | publish | Uncategorized | open | open | pr-309-06201-r01-pre-production-and-production-ion-sense-hardware-and-cylinder-level-sensing | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-309-06201-r01-pre-production-and-production-ion-sense-hardware-and-cylinder-level-sensing/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 23/04/2013 | 3449 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline engines fitted with modem automation and control systems serve as ideal candidates for On Board Diagnostics (OBD) and Diagnostic Monitoring (DM). OBD is very effective for real time performance monitoring, pollution prevention and safety monitoring in the engine room. Diagnostic Monitoring (DM) extends the capabilities of OBD by using extensive historical data to characterize unit specific characteristics thereby dealing with engines as individuals. The work to date has focused on the development of a methodology to support real-time multiparameter analysis and crosscheck of engine data to quickly, accurately and precisely diagnose engine faults. The methodology uses a spreadsheet interface in combination with Mean Value Engine Models and an analytic table to perform the diagnosis. Field gathered data was then used Advanced Engine Technologies Corporation (AETC) then developed a playback simulator to replay data provided by PRCI members to test the methodology and confirm the ability to automatically detect engine and compressor faults. | PR-309-11202-R01 Field Demonstration Test of Advanced Engine and Compressor Diagnostics for CORE | Pipeline engines fitted with modem automation and control systems serve as ideal candidates for On Board Diagnostics (OBD) and Diagnostic Monitoring (DM). OBD is very effective for real time performance […] | publish | Uncategorized | open | open | pr-309-11202-r01-field-demonstration-test-of-advanced-engine-and-compressor-diagnostics-for-core | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-309-11202-r01-field-demonstration-test-of-advanced-engine-and-compressor-diagnostics-for-core/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 15/08/2018 | 3450 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Prior PRCI funded projects identified the ability of a continuous engine performance monitor (CEPM) to fulfill the likelihood of industry acceptance as a Performance Monitoring alternative to a Continuous Emission Monitoring System CEMS in future monitoring requirements for typical pipeline engines. This current project investigated an integrated and expert level monitoring system on a pipeline engine equipped with a CEPM system and assessed the ability of this expert system to detect ignition and combustion related problems. The system demonstrated the ability to detect combustion faults down to the level of individual pre-combustion chamber. It also demonstrated the potential to distinguish between spark ignition faults and pre-combustion chamber fueling problems. | PR-309-14209-R01 Field Demo of Integrated Expert Level Continuous Performance Monitoring | Prior PRCI funded projects identified the ability of a continuous engine performance monitor (CEPM) to fulfill the likelihood of industry acceptance as a Performance Monitoring alternative to a Continuous Emission […] | publish | Uncategorized | open | open | pr-309-14209-r01-field-demo-of-integrated-expert-level-continuous-performance-monitoring | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-309-14209-r01-field-demo-of-integrated-expert-level-continuous-performance-monitoring/ | 0 | 0 | raw | default | 250 | Compressor & Pump Station | |||||||
| 11/01/2019 | 3451 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Local, state and federal regulations in the United Sates tend to favor NSCR as the emissions control technology of choice for lower output internal combustion (IC) engines. The technology can achieve extremely low emissions levels for NOx, CO and total hydrocarbons (THC). Theoretically an end user can add it on to any rich burn engine at relatively low cost and the technology scales down to the smallest IC engines. While superficially a "simple and proven" technology, NSCR control is in fact extremely complex, far more complex than the control of lean burn engines. The underlying problems with NSCR control are well documented. Using a systems approach an AETC/HOERBIGER team analyzed each component of the system and identified the core problems and possible solutions. Ultimately the team identified the need for a fully integrated system utilizing linear sensors and actuators. The team then theorized such a system could be controlled by an off the shelf PLC with typical PI control loops. Based on this conclusion HOERBIGER developed an integrated NSCR system utilizing linear sensors and actuators and controlled by an off the shelf PLC. Called the Advanced Richburn Control (ARC), HOERBIGER installed the system on six KVG-410 engines operating in pipeline compression and recorded performance for a year. Those results confirmed the system satisfied the performance requirements and validated the design concept. This report has a related webinar. | PR-309-14212-R01 Field Demonstration of Fully Integrated NSCR System | Local, state and federal regulations in the United Sates tend to favor NSCR as the emissions control technology of choice for lower output internal combustion (IC) engines. The technology can […] | publish | Uncategorized | open | open | pr-309-14212-r01-field-demonstration-of-fully-integrated-nscr-system | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-309-14212-r01-field-demonstration-of-fully-integrated-nscr-system/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 06/04/2019 | 3452 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document is intended to serve as a technical specification and best practices guide for im-plementation of a successful Continuous Engine Performance Monitoring System (CEPM). The CEPM systems are defined by weighing the required levels of compliance, remote maintenance, and monitoring equipment. This document will provide a roadmap to successfully navigating the effort and potential rewards associated with these options. | PR-309-15205-R01 Continuous Engine Performance Monitoring Technical Specification | This document is intended to serve as a technical specification and best practices guide for im-plementation of a successful Continuous Engine Performance Monitoring System (CEPM). The CEPM systems are defined […] | publish | Uncategorized | open | open | pr-309-15205-r01-continuous-engine-performance-monitoring-technical-specification | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-309-15205-r01-continuous-engine-performance-monitoring-technical-specification/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 27/01/2019 | 3453 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This 2015 NSCR project continues NSCR research started in 2009 and continued in 2011 under ERLE 2c and combines it with OBD research started in 2008 and continued in 2011. The 2009 NSCR research concluded that downstream measurement of lambda, O2 and NOx are useful for understanding performance of the entire package and evaluating compliance status and diagnosing system problems. However, that research also concluded that advanced signal conditioning and algorithms are required for unambiguous diagnostics. It also concluded system diagnostics was complex and beyond the capabilities of typical technicians. The 2011 OBD project demonstrated that a model-based diagnostics approach could precisely detect and diagnose typical combustion faults on lean burn engines. This 2015 project will specifically test and demonstrate the effectiveness of model based NSCR diagnostics using upstream and downstream exhaust sensors and other typical sensor inputs. | PR-309-15209-R01 Evaluation of NSCR Specific Models for Use in CEPM | This 2015 NSCR project continues NSCR research started in 2009 and continued in 2011 under ERLE 2c and combines it with OBD research started in 2008 and continued in 2011. […] | publish | Uncategorized | open | open | pr-309-15209-r01-evaluation-of-nscr-specific-models-for-use-in-cepm | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-309-15209-r01-evaluation-of-nscr-specific-models-for-use-in-cepm/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 01/01/1997 | 3414 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes the results of a research project on the reliability-based optimization of pipeline integrity maintenance activities. The objective of the project was to develop models to quantify the effect of different maintenance activities on the structural reliability of pipelines and to demonstrate how the results of these models can be used in a reliability-based framework to develop optimal integrity maintenance plans. The approaches developed can be used to prioritize different pipeline segments for maintenance and to select the optimal combination of integrity maintenance actions for high priority segments. The maintenance decisions considered for a given pipeline segment include the maintenance method, the time interval between maintenance events, and the repair criteria for damage detected by inspection. | PR-244-9519-R01 Reliability Based Planning of Inspection and Maintenance of Pipeline Integrity | This report describes the results of a research project on the reliability-based optimization of pipeline integrity maintenance activities. The objective of the project was to develop models to quantify the […] | publish | Uncategorized | open | open | pr-244-9519-r01-reliability-based-planning-of-inspection-and-maintenance-of-pipeline-integrity | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-244-9519-r01-reliability-based-planning-of-inspection-and-maintenance-of-pipeline-integrity/ | 0 | 0 | raw | default | 350 | Legacy | |||||||
| 10/11/1998 | 3415 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The selection of girth weld coatings for pipe coated with fusion bonded epoxy is usually determined by specific criteria related to the particular project. Other than the actual long-term performance of the coating there are other factors that are generally considered such as field application criteria, production rates, and other economic considerations. It has been found that coatings applied to the girth weld areas of pipe are not performing to anticipated life expectancy. Some are failing in as little as five years resulting in corrosion of the steel under the joint coating material. The purpose of this project was to evaluate the selected coatings from a performance standpoint only to be compared with fusion-bonded epoxies in order to predict the life expectancy relative to the parent pipe coating. Laboratory testing using accelerated test conditions can give a good indication of the expected life of coating material. | PR-248-9513-R01 Evaluation of Different Field Joint Coating Materials for Existing FBE Coated Pipe | The selection of girth weld coatings for pipe coated with fusion bonded epoxy is usually determined by specific criteria related to the particular project. Other than the actual long-term performance […] | publish | Uncategorized | open | open | pr-248-9513-r01-evaluation-of-different-field-joint-coating-materials-for-existing-fbe-coated-pipe | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-248-9513-r01-evaluation-of-different-field-joint-coating-materials-for-existing-fbe-coated-pipe/ | 0 | 0 | raw | default | 1.575 | Legacy | |||||||
| 16/01/1996 | 3416 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Increasingly, pipelines in unstable terrain are being monitored as a supplement to design stage integrity measures. The quantities monitored most often are strains and displacements. This report reviews an ongoing development program of a distributed fibre optic technology-based pipeline strain monitoring system. The basis of a system and its components are described. Data from large-scale laboratory pipeline deflection tests are presented. Also presented are the results from a state-of-the-technology review. Finally, future development issues for the practical implementation of such a system are identified. | PR-255-9616-R01 Fibre Optic Technology-Based Pipeline Structural Integrity Monitoring System | Increasingly, pipelines in unstable terrain are being monitored as a supplement to design stage integrity measures. The quantities monitored most often are strains and displacements. This report reviews an ongoing […] | publish | Uncategorized | open | open | pr-255-9616-r01-fibre-optic-technology-based-pipeline-structural-integrity-monitoring-system | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-255-9616-r01-fibre-optic-technology-based-pipeline-structural-integrity-monitoring-system/ | 0 | 0 | raw | default | 4.595 | Surveillance, Operations & Monitoring | |||||||
| 15/03/2011 | 3417 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report provides an assessment of needs and opportunities ("gaps") to improve the identification and management of external microbially influenced corrosion (MIC) on pipelines. Recommendations in this report are based on an extensive review of the state of the art which has been circulated previously for comments by the PRCI Project Team and an industry survey with willing survey participants that was followed up by telephone interviews. The final list of gaps identified is as follows, which is organized under Goals that represent the anticipated benefit to be achieved. In each case an introductory sentence provides some context for the gaps that appear as bullets under each Goal. This list of gaps is offered for discussion within the PRCI community for validation, prioritization and development of appropriate action plans where warranted. | PR-261-093601-R01 Evaluation of the Current Understanding of External MIC and Gap Analysis. | This report provides an assessment of needs and opportunities (“gaps”) to improve the identification and management of external microbially influenced corrosion (MIC) on pipelines. Recommendations in this report are based […] | publish | Uncategorized | open | open | pr-261-093601-r01-evaluation-of-the-current-understanding-of-external-mic-and-gap-analysis | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-261-093601-r01-evaluation-of-the-current-understanding-of-external-mic-and-gap-analysis/ | 0 | 0 | raw | default | 995 | Corrosion | |||||||
| 02/12/2013 | 3418 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objectives of this research were to investigate SCC dormancy and re-activation behavior in term of 1) effect of low frequency (= 10-5 Hz) and cyclic stress typical of pressure fluctuation (R = 0.8) and 2) the inhibitive effect of organics on the growth rate of SCC cracks. The project tasks included 1) Summary of literature on the dormancy of SCC cracks; 2) Literature results of near neutral pH SCC of X65 steels; 3) Upgrade and calibration of potential drop technique; 4) Crack growth rate measurements under steady cycle fluctuation of loading; 5) Crack growth rate measurements under fluctuating loading conditions; 6) Effect of organics. The dormancy of near neutral pH SCC has been investigated using potential - drop technique to measure crack growth rates under constant cyclic loading and fluctuating loading conditions. | PR-261-103605-R01 Investigation on the Dormancy of Stress Corrosion Cracking (SCC) Cracks | The objectives of this research were to investigate SCC dormancy and re-activation behavior in term of 1) effect of low frequency (= 10-5 Hz) and cyclic stress typical of pressure […] | publish | Uncategorized | open | open | pr-261-103605-r01-investigation-on-the-dormancy-of-stress-corrosion-cracking-scc-cracks | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-261-103605-r01-investigation-on-the-dormancy-of-stress-corrosion-cracking-scc-cracks/ | 0 | 0 | raw | default | 1.000 | Corrosion | |||||||
| 16/05/2013 | 3419 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
This report provides a review of the state-of-the-art knowledge on glycol-water mixtures carried over to dry gas transmission pipelines, i.e., physical properties, the causes of entry, and the corrosiveness. Findings obtained from literature include:
Glycol-water mixtures can be potentially accumulated in dry gas transmission pipelines. Operation conditions of the dehydration unit should be optimized to control the amount and corrosiveness of glycol-water being carried over into transmission lines. The glycol-water hold-up in dry gas transmission pipelines contain high glycol content, i.e., > 95%. The accumulated glycol-water requires removal by direct drain from liquid traps, or by pigging either with methanol or water. For transmission pipelines transporting natural gas containing CO2, the most likely corrosion mechanism associated with glycol-water mixtures is general corrosion. The corrosion rate has been proven to be low, i.e., much lower than 0.1mm/year. For sour gas transmission pipelines, although general corrosion has been ruled out as a major concern, localized corrosion and HIC can occur in glycol-water mixtures. The rate of localized corrosion and HIC remains undefined. The list of recommendations to minimize the amount of glycol-water mixtures being carried over to dry gas transmission lines and to reduce the corrosion risks is developed. More research is required to study the potential corrosion mechanisms, i.e., pitting and HIC, of pipeline steels in glycol-water mixtures with high glycol content (> 95%) under sour gas conditions. |
PR-261-123602-R01 Evaluation of the Corrosiveness of Glycol-Water Mixtures in Dry Gas Transmission Lines | This report provides a review of the state-of-the-art knowledge on glycol-water mixtures carried over to dry gas transmission pipelines, i.e., physical properties, the causes of entry, and the corrosiveness. Findings […] | publish | Uncategorized | open | open | pr-261-123602-r01-evaluation-of-the-corrosiveness-of-glycol-water-mixtures-in-dry-gas-transmission-lines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-261-123602-r01-evaluation-of-the-corrosiveness-of-glycol-water-mixtures-in-dry-gas-transmission-lines/ | 0 | 0 | raw | default | 500 | Corrosion | |||||||
| 21/11/2012 | 3420 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The increasingly strict air emission regulations may require implementing Non-Selective Catalytic Reduction (NSCR) systems as a promising emission control technology for stationary rich burn spark ignition engines. Many recent experimental investigations that used NSCR systems for stationary natural gas fueled engines showed that NSCR systems were unable to consistently control the exhaust emissions level below the compliance limits. Modeling of NSCR components to better understand, and then exploit, the underlying physical processes that occur in the lambda sensor and the catalyst media is now considered an essential step toward improving NSCR system performance. This report focuses on modeling the lambda sensor that provides feedback to the air-to-fuel ratio controller. Correct interpretation of the sensor output signal is necessary to achieve consistently low emissions level. The goal of this modeling study is to improve the understanding of the physical processes that occur within the sensor, investigate the cross-sensitivity of various exhaust gas species on the sensor performance, and finally this model serves as a tool to improve NSCR control strategies. This model simulates the output from a planar switch type lambda sensor. The model consists of three modules. The first module models the multi-component mass transport through the sensor protective layer. The second module includes all the surface catalytic reactions that take place on the sensor platinum electrodes. The third module is responsible for simulating the reactions that occur on the electrolyte material and determine the sensor output voltage. | PR-266-09211-R01 Physics-Based Characterization of Lambda Sensor from Natural Gas Fueled Engines | The increasingly strict air emission regulations may require implementing Non-Selective Catalytic Reduction (NSCR) systems as a promising emission control technology for stationary rich burn spark ignition engines. Many recent experimental […] | publish | Uncategorized | open | open | pr-266-09211-r01-physics-based-characterization-of-lambda-sensor-from-natural-gas-fueled-engines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-266-09211-r01-physics-based-characterization-of-lambda-sensor-from-natural-gas-fueled-engines/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 14/03/2013 | 3421 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This research seeks to simulate the NSCR system for use in treating exhaust from natural gas engines. It considers two separate parts of the system: the oxygen sensor and the catalyst responsible for reacting the pollutants (often called the three-way catalyst). A model for the universal exhaust gas oxygen (UEGO) sensor developed previously was fit to literature data and tested with field data. In addition, a kinetic model accounting for both methane chemistry and NOx reduction has been constructed from published reaction mechanisms, tested against available literature data for methane oxidation, and used to predict NSCR performance when treating natural gas engine exhaust under a variety of conditions. | PR-266-11210-R01 Modeling of NSCR Performance with Exhaust Gas Mixtures from Natural Gas Fueled Engines | This research seeks to simulate the NSCR system for use in treating exhaust from natural gas engines. It considers two separate parts of the system: the oxygen sensor and the […] | publish | Uncategorized | open | open | pr-266-11210-r01-modeling-of-nscr-performance-with-exhaust-gas-mixtures-from-natural-gas-fueled-engines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-266-11210-r01-modeling-of-nscr-performance-with-exhaust-gas-mixtures-from-natural-gas-fueled-engines/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 01/03/2013 | 3422 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | One of the main sources of fouling in pipelines is related to the use of lubrication (and possibly over-lubrication) in reciprocating compressors. In addition to the obvious cost of lubricants, there are also many hidden costs associated with reciprocating compressor lubrication. Some of these hidden costs include disposal of collected oil, gas storage field contamination, scrubber cleaning, and loss of general pipeline efficiency. Minimizing reciprocating gas compressor lubrication oil consumption can address these costs while at the same time reducing the negative environmental impact associated with reciprocating compressor over-lubrication. One approach to minimize reciprocating compressor lubrication oil consumption is to use non-lubricated reciprocating compressor trim (e.g. filled PTFE composites). This report provides an in-depth evaluation of a wear test program performed on a variety of filled PTFE materials in air and a natural gas environment. This evaluation included comparison of this data to results provided in the open literature. One specific reference used as a comparison performed a comprehensive wear testing program on filled PTFE materials in a variety of gases (including methane) for a variety of dew points. Parameters evaluated in this study included the effect of dew point ranging from +0° C to -100° C, and the effect of various gas environment, including air, methane, propane, ethylene, and nitrogen. | PR-266-12213-R01 Minimizing Gas Compressor Lubricating Oil Consumption | One of the main sources of fouling in pipelines is related to the use of lubrication (and possibly over-lubrication) in reciprocating compressors. In addition to the obvious cost of lubricants, […] | publish | Uncategorized | open | open | pr-266-12213-r01-minimizing-gas-compressor-lubricating-oil-consumption | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-266-12213-r01-minimizing-gas-compressor-lubricating-oil-consumption/ | 0 | 0 | raw | default | 200 | Compressor & Pump Station | |||||||
| 05/08/2016 | 3423 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | There is a need for highly efficient processes for treating the engine exhaust from natural gas-powered engine in order to meet current and potential environmental regulations. One means to do so is to employ dithering, where the air to fuel ratio sent to the engine is cycled between high and low values around the stoichiometric point. There is limited experimental data to suggest that dithering can be effective, but little is known about how dithering impacts the performance of a three-way catalyst to destroy pollutants from natural gas-powered engines. This research simulates the performance of a three-way catalyst for destruction of pollutants when dithering is applied to a natural gas engine. The model is used to understand the detailed chemistry occurring during dithering. | PR-266-14200-R01 Modeling of NSCR Performance with Natural Gas Exhaust | There is a need for highly efficient processes for treating the engine exhaust from natural gas-powered engine in order to meet current and potential environmental regulations. One means to do […] | publish | Uncategorized | open | open | pr-266-14200-r01-modeling-of-nscr-performance-with-natural-gas-exhaust | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-266-14200-r01-modeling-of-nscr-performance-with-natural-gas-exhaust/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 13/01/2023 | 3424 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Documents methods and data necessary to identify a decline in turbocharger performance based on real-time and near-real-time operating data. The techniques allow for the identification of performance issues well in advance of critical performance loss. This continuous equipment performance monitoring allows for a managed overhaul rather than an unplanned outage. The techniques were evaluated to determine their applicability to monitor performance of gas turbines with a focus on the axial compressor. The methods were verified against field data with induced abnormal operating conditions to validate the efficacy of the models and to help the equipment operators diagnose the underlying conditions contributing to the performance decline. | PR266-18201-R01 CEPM for Turbochargers | Documents methods and data necessary to identify a decline in turbocharger performance based on real-time and near-real-time operating data. The techniques allow for the identification of performance issues well in […] | publish | Uncategorized | open | open | pr266-18201-r01-cepm-for-turbochargers | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr266-18201-r01-cepm-for-turbochargers/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 15/06/2009 | 3425 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Turbochargers are used to either increase engine power output or reduce air pollutants by increasing the trapped air-to-fuel ratio. An increasing need has arisen for the turbocharger compressor to operate at an ever-increasing pressure ratio while maintaining a broad operating range. Unfortunately, the operational physics of a turbocharger limits the operating range as the pressure ratio is increased. This project evaluates the alternatives to increase the engine operating range by using variable vanes on turbocharger compressor. | PR-266-9920-R01 Development and Prototyping of a Variable Geometry Turbocharger | Turbochargers are used to either increase engine power output or reduce air pollutants by increasing the trapped air-to-fuel ratio. An increasing need has arisen for the turbocharger compressor to operate […] | publish | Uncategorized | open | open | pr-266-9920-r01-development-and-prototyping-of-a-variable-geometry-turbocharger | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-266-9920-r01-development-and-prototyping-of-a-variable-geometry-turbocharger/ | 0 | 0 | raw | default | 8.775 | Compressor & Pump Station | |||||||
| 22/11/2017 | 3426 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project provides an update to the 2004 PRCI document Seismic Guidelines for the Design and Assessment of Natural Gas and Liquid Hydrocarbon Pipelines (2004 Seismic Guidelines). The 2004 PRCI Seismic Guidelines were prepared over a three-year period from 1998 to 2001 and represented the state of practice at that time. The 2016 revision to the PRCI Seismic Guidelines was largely completed in 2014 and similarly represents the state of practice at the time of the revisions. The 2017 revision is intended to provide a consistent basis for defining project-specific design procedures and requirements to assure acceptable pipeline performance under a wide variety of potential seismic hazards. In addition, some appendices that were judged to provide little added value have been removed. | PR-268-134501-R01 Pipeline Seismic Design and Assessment Guideline | This project provides an update to the 2004 PRCI document Seismic Guidelines for the Design and Assessment of Natural Gas and Liquid Hydrocarbon Pipelines (2004 Seismic Guidelines). The 2004 PRCI […] | publish | Uncategorized | open | open | pr-268-134501-r01-pipeline-seismic-design-and-assessment-guideline | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-268-134501-r01-pipeline-seismic-design-and-assessment-guideline/ | 0 | 0 | raw | default | 2.500 | Design, Materials & Construction | |||||||
| 07/11/2019 | 3427 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project is a study to provide operators with research on satellite remote sensing systems and how they may address specified pipeline threats. The output is recommendations on satellite monitoring programs that can address those threats and the extent to which they are cost effective. The benefits include a common terminology/understanding of the threats that concern operators and how satellite technologies can help to improve the monitoring, response, and potential mitigation of those threats. This project includes the satellite remote sensing applications for 3rd party damage threats, hazards, and leak detection. The current and near-launch satellite capabilities are mapped against the various potential threats, and operators are provided with a guide on which satellite systems provide the best value against specific threats. The project studies the value of recent 'free and open' missions, the traditional commercial missions, and the emergence of several venture capital funded SmallSat missions that are proving to be disruptive to the benefit of the industry. Modeling and simulation of scenarios on a selected pipeline system highlight gaps in satellite technology capabilities (sensor or monitoring coverage) to provide operators with a clear understanding of the limitations of the current missions and where other technologies may provide a better solution. A review of current suppliers is also presented. In addition to the RFP Scope of Work, the primary input into developing the satellite approaches is a series of interviews with operators, and research from previous studies in this area. | PR-271-173903-R01 Evaluation of Current ROW Threat Monitoring, Application and Analysis Technology | This project is a study to provide operators with research on satellite remote sensing systems and how they may address specified pipeline threats. The output is recommendations on satellite monitoring […] | publish | Uncategorized | open | open | pr-271-173903-r01-evaluation-of-current-row-threat-monitoring-application-and-analysis-technology | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-271-173903-r01-evaluation-of-current-row-threat-monitoring-application-and-analysis-technology/ | 0 | 0 | raw | default | 10.000 | Surveillance, Operations & Monitoring | |||||||
| 04/11/2009 | 3428 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
The objective of this report is to investigate failure pressure predictions made by common assessment methods used by the pipeline industry, such as ASME B31G, Modified ASME B31G, RSTRENG and others against recorded burst test pressures. The analysis consisted of a number of sensitivity studies or ‘cases’, representing different flow stress definitions and material properties. The assessment methods were applied to an extensive database of burst test results which includes the results of various tests conducted by GL on higher strength line pipe material (grade X80 and X100), which have previously not been published. The ASME B31G or the Modified ASME B31G methods can continue to be used to rank/screen defects following ILI. Burst test data on line pipe with real corrosion defects in strength grades above X65 is not available. For higher strength pipe, remaining strength assessments can be conducted using RSTRENG as this method is shown to predict failure pressures lower than the recorded failure pressures in line pipe with machined defects up to grade X100. |
PR-273-0323-R01 A Review of Methods for Assessing the Remaining Strength of Corroded Pipelines | The objective of this report is to investigate failure pressure predictions made by common assessment methods used by the pipeline industry, such as ASME B31G, Modified ASME B31G, RSTRENG and […] | publish | Uncategorized | open | open | pr-273-0323-r01-a-review-of-methods-for-assessing-the-remaining-strength-of-corroded-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-273-0323-r01-a-review-of-methods-for-assessing-the-remaining-strength-of-corroded-pipelines/ | 0 | 0 | raw | default | 50 | Corrosion | |||||||
| 28/09/2012 | 3429 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A study of the remaining rotor life of gas turbines (or combustion turbines) used in the oil and gas industry was performed by Gas Turbine Materials Associates (GTMA). The study focused upon analytical methods of determining the remaining rotor life using a reduced data set, where not all of the operating data is known. As part of this study, a survey of oil and gas users was performed on their rotor life. An analytical model and methodology for determining the remaining rotor life was developed. This model and methodology was applied to the GE MS5002 gas turbine. By using this model for a PRCI member, the life of a rotor was safely extended for 100,000 hours beyond its design life. GTMA estimated that this PRCI member saved approximately $1,000,000 from this one application, and that repeated applications of the model for this, and other, PRCI members would save well over $10,000,000. The results of this work should also be applicable to other gas turbines, including those used by electric utilities, IPP’s, and other industrial operators. | PR-275-09207-R01 Method and Procedure for Remaining Life Assessment of the Combustion Turbine Disks | A study of the remaining rotor life of gas turbines (or combustion turbines) used in the oil and gas industry was performed by Gas Turbine Materials Associates (GTMA). The study […] | publish | Uncategorized | open | open | pr-275-09207-r01-method-and-procedure-for-remaining-life-assessment-of-the-combustion-turbine-disks | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-275-09207-r01-method-and-procedure-for-remaining-life-assessment-of-the-combustion-turbine-disks/ | 0 | 0 | raw | default | 10.000 | Compressor & Pump Station | |||||||
| 14/08/2013 | 3430 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report summarizes the major findings from a PRCI Project on developing fracture initiation criteria for axial flaws (both through-wall and surface flaws) in high-strength line-pipe materials. This work was originally done on the basis to see if improvements were needed for higher-grade steels, but interestingly there were several outcomes that affect predictions for all piping steels. One of the outcomes of this work is a new correlation between Charpy USE and J-R curve for high-strength materials. Although it is based on limited data, it was demonstrated that there is significant difference compared to the existing correlation. Another interesting finding is the effect of the internal patch on burst pressure of axial through-wall-cracked pipe test. Careful experimental and detailed finite element analyses showed patching affects burst pressure by at least 10-percent which affects the leak-rupture boundary. For axial surface-cracked pipes, the effect of crack shape on the crack-driving force was investigated. Finally, it was demonstrated that the actual axial surface-cracked pipe bulging factor is considerably lower than bulging factor empirically derived at Battelle in the 1970s. If past bulging factor is used for subcritical crack growth (e.g., for SCC or fatigue analyses), the crack growth and start of ductile tearing can be significantly overpredicted. Overall, J-T analysis provided the most accurate results when proper crack-driving forces and J-R curves were used (both for axial through-wall-cracked pipe and axial surface-cracked pipe). This report also includes recommendations for future work. | PR-276-094509-R01 Develop Fracture Initiation Criteria for High-Strength Steel Line Pipe Phase II | This report summarizes the major findings from a PRCI Project on developing fracture initiation criteria for axial flaws (both through-wall and surface flaws) in high-strength line-pipe materials. This work was […] | publish | Uncategorized | open | open | pr-276-094509-r01-develop-fracture-initiation-criteria-for-high-strength-steel-line-pipe-phase-ii | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-276-094509-r01-develop-fracture-initiation-criteria-for-high-strength-steel-line-pipe-phase-ii/ | 0 | 0 | raw | default | 600 | Design, Materials & Construction | |||||||
| 25/02/2022 | 3431 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project details the methodologies used to collect and review crack failures, near misses and false positives, and how the available technologies are used in consideration of the CM-SRP pillars of crack (1) susceptibility, (2) inspection, (3) assessment and remediation, and (4) management. This project outcome enhances crack management by providing an independent review and understanding of the research gaps as they relate to cracking in pipelines, based on historic incidents, operator interviews, and subject matter expert opinions. The scope of work consisted of developing future research guideline suggestions through the following tasks: * Task 1 - Collection and review of publicly available reports, * Task 2 - Collection and review of PRCI member incident reports and operator interviews, * Task 3 - Compilation of root causes for historic crack-related pipeline incidents, * Task 4 - Categorization of root causes within the CM-SRP, and * Task 5 - Identification of research gaps in the CM-SRP. This report provides more details about the research suggestions, and cross-references them with the core priorities as outlined in CM-SRP report "Pathway to Achieving Efficient and Effective Crack Management," as well as the future research project ideas that have been submitted to PRCI four CM-SRP pillars. This report has a related Webinar. | PR-276-214503-R01 Causes of Crack Failures in Pipelines and Research Gap Analysis | This project details the methodologies used to collect and review crack failures, near misses and false positives, and how the available technologies are used in consideration of the CM-SRP pillars […] | publish | Uncategorized | open | open | pr-276-214503-r01-causes-of-crack-failures-in-pipelines-and-research-gap-analysis | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-276-214503-r01-causes-of-crack-failures-in-pipelines-and-research-gap-analysis/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 11/03/2024 | 3432 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project addresses pragmatic application of the new DOT/PHMSA MegaRule RIN 1 - 192.712 for recommended toughness values for determining if an axial flaw needs repair or can instead be observed for any future growth. The MegaRule toughness is expressed as the Charpy energy value, which came from Charpy test data at 50F. However, the fracture toughness of a surface-cracked pipe is quite different than Charpy impact toughness values, especially if the Charpy data is in the transition region. In this project, it was shown from past axial surface-cracked pipe tests that the lowest temperature for ductile initiation is significantly lower than the Charpy test transition temperature. In cases with axial surface cracks in vintage base metal pipe tests, the surface-crack ductile transition temperature was >200F lower than the Charpy transition temperature. The procedures were extended to welds, and databases from member companies were examined to establish what Charpy energy values should be used to reflect the tough-ness of a surface crack in the pipe at the operating temperatures, and still be consistent with the MegaRule Charpy information and safety desires. | PR276-223814-R01 Pragmatic Application of MegaRule RIN 1 – 192.712 Toughness Values | This project addresses pragmatic application of the new DOT/PHMSA MegaRule RIN 1 – 192.712 for recommended toughness values for determining if an axial flaw needs repair or can instead be […] | publish | Uncategorized | open | open | pr276-223814-r01-pragmatic-application-of-megarule-rin-1-192-712-toughness-values | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr276-223814-r01-pragmatic-application-of-megarule-rin-1-192-712-toughness-values/ | 0 | 0 | raw | default | 100 | Integrity & Inspection | |||||||
| 16/08/2024 | 3433 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project addresses pragmatic application of the new DOT/PHMSA MegaRule RIN 1 - 192.712 for recommended toughness values for determining if an ILI detected axial flaw needs repair or can instead be observed for any future growth. The MegaRule toughness is expressed as the Charpy energy value, which came from Charpy test data at 50°F. However, the fracture toughness of a surface-cracked pipe is quite different than Charpy impact toughness values, especially if the Charpy data is in the brittle-to-ductile transition region. The surface-cracked pipe burst-pressure transition temperature can be greatly lower than the Charpy impact specimen transition temperature due to loading rates and constraint effects (bending versus tension loading). In cases with axial surface cracks in vintage base-metal pipe tests, the surface-cracked pipe burst pressure transition temperature was >200°F lower than the Charpy transition temperature. The procedures were extended to welds, and in the Level 1 report, databases from member companies were examined to establish what Charpy energy values should be used to reflect the toughness of a surface crack in the pipe at the operating temperatures, and still be consistent with the MegaRule Charpy information and safety desires. | PR276-223814-R02 Pragmatic Application of MegaRule RIN 1-192.712 Toughness Values L2 and L3 Procedures | This project addresses pragmatic application of the new DOT/PHMSA MegaRule RIN 1 – 192.712 for recommended toughness values for determining if an ILI detected axial flaw needs repair or can […] | publish | Uncategorized | open | open | pr276-223814-r02-pragmatic-application-of-megarule-rin-1-192-712-toughness-values-l2-and-l3-procedures | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr276-223814-r02-pragmatic-application-of-megarule-rin-1-192-712-toughness-values-l2-and-l3-procedures/ | 0 | 0 | raw | default | 200 | Integrity & Inspection | |||||||
| 30/06/1992 | 3394 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | An independent review of PRCI Project PR 201-927, "Pipeline Repair Mechanics". The review applies to the evaluation of plain dents and includes a model for related fitness for service. | PR-218-9119-R01 Review and Critique of Dent Acceptability Criteria for Offshore Pipelines | An independent review of PRCI Project PR 201-927, “Pipeline Repair Mechanics”. The review applies to the evaluation of plain dents and includes a model for related fitness for service. | publish | Uncategorized | open | open | pr-218-9119-r01-review-and-critique-of-dent-acceptability-criteria-for-offshore-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-218-9119-r01-review-and-critique-of-dent-acceptability-criteria-for-offshore-pipelines/ | 0 | 0 | raw | default | 1.850 | Legacy | |||||||
| 01/12/1995 | 3395 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Measurement of the throughput of a natural gas compressor can be undertaken using a constant flow tracer dilution technique. In this technique, a constant flow of tracer is introduced into the piping upstream of the compressor while samples of diluted tracer are measured downstream of the compressor. The samples are analyzed using a specially configured analyzer. Knowledge of the injection rate and injection concentration coupled with the downstream measurement of tracer concentration allows the throughput through the compressor to be calculated. Under this contract, three systems were fabricated and were to be provided to operating pipeline companies for use and evaluation. Each system consisted of an SF6 analyzer, a high-pressure SF6 tracer injection module, and a gas sampling and analyzer support module. The design was modified based on the findings from the field evaluation and a final inspection. | PR-221-9215-R01 Manufacture Pre-Production Gas Flow Measurement System | Measurement of the throughput of a natural gas compressor can be undertaken using a constant flow tracer dilution technique. In this technique, a constant flow of tracer is introduced into […] | publish | Uncategorized | open | open | pr-221-9215-r01-manufacture-pre-production-gas-flow-measurement-system | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-221-9215-r01-manufacture-pre-production-gas-flow-measurement-system/ | 0 | 0 | raw | default | 2.500 | Legacy | |||||||
| 24/04/2013 | 3396 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Report describes a set of preliminary reliability targets for low vapor pressure hydrocarbon liquid pipelines. The targets were developed as part of a multi-year program to establish the reliability based design and assessment (RBDA) method as a viable decision-making alternative for onshore transmission pipelines. The targets are used as acceptance criteria in the application of RBDA. A pipeline is considered acceptable if it meets these targets. | PR-224-094500-R01 Preliminary Target Reliability Levels for On-shore Liquid Pipelines | Report describes a set of preliminary reliability targets for low vapor pressure hydrocarbon liquid pipelines. The targets were developed as part of a multi-year program to establish the reliability based […] | publish | Uncategorized | open | open | pr-224-094500-r01-preliminary-target-reliability-levels-for-on-shore-liquid-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-224-094500-r01-preliminary-target-reliability-levels-for-on-shore-liquid-pipelines/ | 0 | 0 | raw | default | 500 | Design, Materials & Construction | |||||||
| 31/10/1994 | 3397 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of the research was to establish whether phosphoric acid treatment of line pipe should routinely be undertaken before the application of FBE coatings where chloride contamination is not present; to determine the levels of treatment which enhance or cause deterioration on the steel surface; to establish any synergism that may exist between specific FOE coatings and phosphoric acid treatment; to determine if coating performance correlates to residual phosphate on the steel surface, and to provide end-user companies with data to enable the proper selection of surface treatments for use with their selected FOE coating. | PR-226-9315-R01 Effects of Phosphoric Acid Treatment on Fusion-Bonded Epoxy Coating Performance | The objective of the research was to establish whether phosphoric acid treatment of line pipe should routinely be undertaken before the application of FBE coatings where chloride contamination is not […] | publish | Uncategorized | open | open | pr-226-9315-r01-effects-of-phosphoric-acid-treatment-on-fusion-bonded-epoxy-coating-performance | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-226-9315-r01-effects-of-phosphoric-acid-treatment-on-fusion-bonded-epoxy-coating-performance/ | 0 | 0 | raw | default | 275 | Legacy | |||||||
| 01/05/1996 | 3398 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Describes the results of a literature review to describe the factors that contribute to the internal corrosion of wet gas pipelines and to describe internal corrosion control, inspection, and monitoring techniques. A number of apparently subtle factors can have significant effects on the internal corrosion of wet gas pipelines. The dominant factors are carbon dioxide, hydrogen sulfide, and microbiological-influences. There are a number of other factors that influence the corrosion rate, including temperature, pressure, inhibitor concentration, inhibitor efficacy, inhibitor distribution, water condensation, oil condensate drop out, topography, pigging frequency, and flow rate. | PR-228-9312-R01 Internal Corrosion Monitoring of Wet Gas Pipe Lines | Describes the results of a literature review to describe the factors that contribute to the internal corrosion of wet gas pipelines and to describe internal corrosion control, inspection, and monitoring […] | publish | Uncategorized | open | open | pr-228-9312-r01-internal-corrosion-monitoring-of-wet-gas-pipe-lines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-228-9312-r01-internal-corrosion-monitoring-of-wet-gas-pipe-lines/ | 0 | 0 | raw | default | 1.855 | Legacy | |||||||
| 28/12/2024 | 3399 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The combined deliverables provide tools for incorporating real time pipe current measurements into a remote monitoring protocol to help in an integrated external corrosion management plan for cathodically protected pipelines. The use of continuous remotely collected pipe current measurements optimizes the corrosion protection and improves response time to upset conditions that might otherwise compromise the corrosion control. The zip file contains 4 items: 1. PR229-203604-R01 Pipeline CP Monitoring Using Real Time Current Measurement - This report covers the results of and findings from the Phase 1 field-based research for PRCI Project EC-08-11 Pipeline CP Monitoring Using Real Time Pipe Current Measurement. Project EC-08-11 is directed toward determining the feasibility of taking remotely collected pipe current measurements into routine practice. The ultimate goal is to optimize the corrosion protection and improve response time to upset conditions that might otherwise compromise the corrosion control. Findings from the Phase 1 work will be used for an economic analysis and guidance document to be developed under Phase 2. 2. PR229-203604-M01 Pipeline CP Monitoring Using Real Time Current Measurement Guidance Manual - This guidance manual provides tools for incorporating real time pipe current measurements into a remote monitoring protocol to help in an integrated external corrosion management plan for cathodically protected pipelines. 3. PR229-203604-E02 Pipeline CP Monitoring Using Real Time Current Measurement Life-Cycle Cost Calculator - This Excel-based life-cycle cost calculator has been prepared to assist in the design of a pipeline cathodic protection remote monitoring program 4. PR229-203604-M02 Pipeline CP Monitoring Real Time Current Measurement Life-Cycle Cost Calculator Manual - This user's manual is companion to an Excel-based life-cycle cost calculator that has been prepared to assist in the design of a pipeline cathodic protection remote monitoring program. | PR229-203604-Z01 Pipeline CP Monitoring Using Real Time Current Measurement | The combined deliverables provide tools for incorporating real time pipe current measurements into a remote monitoring protocol to help in an integrated external corrosion management plan for cathodically protected pipelines. […] | publish | Uncategorized | open | open | pr229-203604-z01-pipeline-cp-monitoring-using-real-time-current-measurement | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr229-203604-z01-pipeline-cp-monitoring-using-real-time-current-measurement/ | 0 | 0 | raw | default | 100 | Corrosion | |||||||
| 10/10/2013 | 3400 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Buried pipelines subjected to non-continuous ground movement such as frost heave, thaw settlement, slope instability and seismic movement experience high compressive strains that can cause local buckling (or wrinkling), in which the pipe wall buckles like a thin cylindrical shell in axial compression. In a strain-based design and assessment framework, excessive local buckling deformation that may cause loss of serviceability, or even pressure containment in some cases, is managed by limiting the strain demand below the strain limit. The determination of compressive strain limit is typically performed by full-scale structural testing or nonlinear finite element analysis that takes into account material and geometric non-linearity associated with the inelastic buckling of cylindrical shells. Before performing testing and numerical analysis (or when such options do not exist), empirical equations are used to estimate the strain limit. In this report a number of representative equations were evaluated by comparing strain limit predictions to full-scale test results. Work prior to this study has identified the importance of key variables that have the greatest impact on the local buckling behaviour. Examples of these variables include the diameter-to-thickness (D/t) ratio, internal pressure and shape of the stress strain curve. The evaluation focused on how existing equations address these key variables, and the performance with respect to key variables and in different ranges. | PR-244-114501-R01 Review of Compressive Strain Capacity Assessment Methods Final Report | Buried pipelines subjected to non-continuous ground movement such as frost heave, thaw settlement, slope instability and seismic movement experience high compressive strains that can cause local buckling (or wrinkling), in […] | publish | Uncategorized | open | open | pr-244-114501-r01-review-of-compressive-strain-capacity-assessment-methods-final-report | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-244-114501-r01-review-of-compressive-strain-capacity-assessment-methods-final-report/ | 0 | 0 | raw | default | 1.000 | Design, Materials & Construction | |||||||
| 28/08/2013 | 3401 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This work (1) performed a literature review of existing test procedure and protocols, (2) an associated workshop to evaluate subject matter experts of the key element of the Recommended Practice and a discussion of the Technical issues, and (3) prepare a Recommended Practice. | PR-244-114510-R01 Support for Standardization of Weld Testing Methods – Curved Wide Plate Testing | This work (1) performed a literature review of existing test procedure and protocols, (2) an associated workshop to evaluate subject matter experts of the key element of the Recommended Practice […] | publish | Uncategorized | open | open | pr-244-114510-r01-support-for-standardization-of-weld-testing-methods-curved-wide-plate-testing | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-244-114510-r01-support-for-standardization-of-weld-testing-methods-curved-wide-plate-testing/ | 0 | 0 | raw | default | 500 | Design, Materials & Construction | |||||||
| 06/02/2018 | 3402 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline Research Council International (PRCI) contracted C-FER Technologies (1999) Inc. ("C-FER") to conduct a laboratory testing program to determine the Effects of Stress on Casing Magnetic Flux Leakage (MFL) Measurements. Tubing joints with localized defect features were subjected to increments in axial tension to maximum stress levels beyond yield. At various load steps, measurements were made using Baker Hughes' ("Baker") High Resolution Vertilog Tool (HTVRT) to assess the variation in the defect measurements with load. This report describes the work performed, results, and considerations for future initiatives. | PR-244-12700-R01 Effects of Stress on Casing Magnetic Flux Leakage (MFL) Measurements | Pipeline Research Council International (PRCI) contracted C-FER Technologies (1999) Inc. (“C-FER”) to conduct a laboratory testing program to determine the Effects of Stress on Casing Magnetic Flux Leakage (MFL) Measurements. […] | publish | Uncategorized | open | open | pr-244-12700-r01-effects-of-stress-on-casing-magnetic-flux-leakage-mfl-measurements | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-244-12700-r01-effects-of-stress-on-casing-magnetic-flux-leakage-mfl-measurements/ | 0 | 0 | raw | default | 200 | Underground Storage | |||||||
| 16/07/2015 | 3403 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report discusses the findings of a detailed analysis and evaluation of the performance capabilities of various in-line inspection (ILI) technologies for managing pipeline crack threats, including crack colonies, isolated cracks and cracks in pipe seam welds. The foundation for the study was the development of an extensive database of crack inspection data collected from pipeline operators through an industry data mining exercise. The data were validated to ensure completeness consistency and accuracy, and then stored in a database. The database was used to characterize the performance of ILI technologies with respect to detection, identification and sizing of crack features. ILI technologies considered in the study include magnetic and ultrasonic-based technologies. The study resulted in the collection and analysis of over 50,000 crack features that were identified through crack detection ILI technologies, excavation and field NDE in the ditch, or both. The majority of the features included in the database are cracks detected in stress corrosion cracking (SCC) colonies (approximately 30,000), with a more limited number of features (approximately 6,200) detected in the longitudinal seam of the pipe. These data were analyzed using a number of approaches and techniques to establish the current performance specifications for cracking ILI tools and to identify the areas where improvements can be made. | PR-244-133731-R01 In-line Inspection Crack Tool Performance Evaluation | This report discusses the findings of a detailed analysis and evaluation of the performance capabilities of various in-line inspection (ILI) technologies for managing pipeline crack threats, including crack colonies, isolated […] | publish | Uncategorized | open | open | pr-244-133731-r01-in-line-inspection-crack-tool-performance-evaluation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-244-133731-r01-in-line-inspection-crack-tool-performance-evaluation/ | 0 | 0 | raw | default | 600 | Integrity & Inspection | |||||||
| 19/09/2018 | 3404 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This work conducts a measurement and analysis project on of 4.5" casing corrosion features. Casing samples removed from natural gas storage wells were provided for corrosion feature characterization and comparison in this project. These casing samples have been previously logged by Baker Hughes using their 4995 High Resolution Vertilog (HRVRT) Magnetic Flux Leakage (MFL) tool in 2013. The log results were also provided to C-FER, which formed the basis for comparing to laboratory-measured corrosion features to assess the HRVRT performance. Two measurement methods, the Internal Rotary Inspection System (IRIS) and Ultrasonic Testing (UT), were tried to characterize the casing corrosion features. The IRIS was unsuccessful, and the UT results were used in the subsequent feature comparison analysis with the MFL logs. However, due to the poor quality of the UT measurements, there was little confidence in the accuracy of the assessment of the MFL tool measurement error. A decision was therefore made by PRCI to halt this project. This report summarizes the work performed and the results. | PR-244-15700-R01 Characterization of 4.5 Inch Casing Corrosion Features | This work conducts a measurement and analysis project on of 4.5″ casing corrosion features. Casing samples removed from natural gas storage wells were provided for corrosion feature characterization and comparison […] | publish | Uncategorized | open | open | pr-244-15700-r01-characterization-of-4-5-inch-casing-corrosion-features | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-244-15700-r01-characterization-of-4-5-inch-casing-corrosion-features/ | 0 | 0 | raw | default | 250 | Underground Storage | |||||||
| 01/11/2018 | 3405 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | After recent high profile pipeline incidents in the United States, the National Transportation Safety Board (NTSB) issued recommendations to review ILI technologies with respect to tool tolerance, probability of detection and probability of identi?cation, and to provide a model with detailed procedures for evaluating the e?ect of interacting corrosion and crack threats. Phase I of the PRCI project NDE-4E was initiated in 2013 to address the ?rst of these recommendations to the extent possible by mining existing historical operator data. The main goal of the project was to create a database of crack ILI and excavation information collected from operatorsandtouseittocharacterizetheperformanceofavailableILItechnologies. The database was created and populated in Phase I of the NDE 4-E project, completed in July of 2015. The purpose of Phase II is to collect additional data and update the database and statistical analysis with an emphasis on collecting crack features measured by Electromagnetic Acoustic Transducer(EMAT)ILI tools and interacting crack in corrosion features measured by ultrasonic (UT) ILI tools | PR-244-163728-R01 In-Line Inspection Crack Tool Performance Evaluation Phase II | After recent high profile pipeline incidents in the United States, the National Transportation Safety Board (NTSB) issued recommendations to review ILI technologies with respect to tool tolerance, probability of detection […] | publish | Uncategorized | open | open | pr-244-163728-r01-in-line-inspection-crack-tool-performance-evaluation-phase-ii | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-244-163728-r01-in-line-inspection-crack-tool-performance-evaluation-phase-ii/ | 0 | 0 | raw | default | 600 | Integrity & Inspection | |||||||
| 07/06/2019 | 3406 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The ability for operators to make operational and maintenance decisions based on in-line inspection (ILI) data depends on the performance of ILI tools with respect to sizing and detection of crack and stress corrosion cracking (SCC) features. A series of previous Pipeline Research Council International, Inc. (PRCI) projects created a database of ILI tool and pipe excavation data that can be used to evaluate the detection and sizing capabilities of ultrasonic (UT) (NDE-4-E Phase 1, PR-244-133731) and electromagnetic acoustic (EMAT) (NDE-4-E Phase 2, PR-244-153719) ILI technologies. This current project, NDE-4-7 (PR-244-173856), was carried out by C-FER Technologies (1999) Inc. (C-FER) for PRCI. It is Phase 3 of an ongoing industry-wide effort to understand and characterize ILI tool performance. In addition to adding a new data set to the database developed in Phases 1 and 2, estimates of ILI tool performance with respect to rate of detection (ROD), probability of identification (POI), false discovery rate (FDR), and sizing accuracy (SA) were calculated. Two further analyses were performed, namely an investigation of the effect of crack profile data on tool performance and burst pressure estimation, and an evaluation of the reduction in sizing uncertainty attained through multiple measurements of crack features. This document has a related webinar. | PR-244-173856-R01 In-line Inspection Crack Tool Reliability and Performance Evaluation | The ability for operators to make operational and maintenance decisions based on in-line inspection (ILI) data depends on the performance of ILI tools with respect to sizing and detection of […] | publish | Uncategorized | open | open | pr-244-173856-r01-in-line-inspection-crack-tool-reliability-and-performance-evaluation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-244-173856-r01-in-line-inspection-crack-tool-reliability-and-performance-evaluation/ | 0 | 0 | raw | default | 990 | Integrity & Inspection | |||||||
| 01/06/2021 | 3407 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This work was funded in part, under the Department of Transportation, Pipeline and Hazardous Materials Safety Administration. The views and conclusions contained in this document are those of the authors and should not be interpreted as representing the official policies, either expressed or implied, of the Pipeline and Hazardous Materials Safety Administration, the Department of Transportation, or the U.S. Government. C-FER Technologies (1999) Inc., ("C-FER") conducted a multi-phase study to further advance the ability to predict the remaining casing burst capacity for underground natural gas storage wells. This project is co-funded by the Pipeline Research Council International, Inc. (PRCI) and the US Department of Transportation (DOT), Pipeline and Hazardous Materials Safety Administration (PHMSA). This project included a literature review of casing corrosion logging technologies and remaining burst capacity prediction models. Three casing corrosion logging tools, selected based on the outcome of a preceding PRCI casing logging tool test program, were tested to further evaluate their performance in detecting and sizing various metal loss features on casing specimens. Physical burst tests with capped ends were conducted on 20 specimens selected from the logged casing joints to benchmark the burst prediction models. Advanced finite element analysis (FEA) was also performed to evaluate the effect of in-situ downhole load conditions on the remaining burst capacity of corroded casing. A reliability-based framework was outlined to quantitatively address various uncertainties associated with the casing corrosion integrity management. This report summarizes the work completed, the key results and conclusions, as well as recommendations for future initiatives. | PR-244-18702-R01 Evaluation of Casing Integrity for Underground Storage Wells | This work was funded in part, under the Department of Transportation, Pipeline and Hazardous Materials Safety Administration. The views and conclusions contained in this document are those of the authors […] | publish | Uncategorized | open | open | pr-244-18702-r01-evaluation-of-casing-integrity-for-underground-storage-wells | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-244-18702-r01-evaluation-of-casing-integrity-for-underground-storage-wells/ | 0 | 0 | raw | default | 50 | Underground Storage | |||||||
| 16/06/2020 | 3408 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | PRCI research project, EC-4-6 Improving Corrosion ILI Sizing Models for Long Complex Corrosion Anomalies (Koduru 2018), performed by C-FER Technologies (1999) Inc. ("C-FER"), involved collecting in-ditch high-resolution laser scan records, identifying complex corrosion anomalies, and conducting a burst pressure assessment considering inline inspection (ILI) sizing errors and the effect of interaction rules. A methodology for classifying complex corrosion using high-resolution laser scans was developed in that project. In addition, a secure database was developed to store the anonymized high-resolution laser scan data collected during the project. The project described in this report expanded the database with more than 100 high-resolution laser scans and associated ILI data. Severity criteria based on the corrosion cluster attributes that represent the corrosion morphology were developed using the expanded dataset. Exploratory data analysis was conducted to identify the relationship between ILI sizing errors and corrosion cluster attributes. Sizing errors were defined as a function of cluster dimensions, and sizing correction models were developed to estimate the actual maximum depth and length from the ILI maximum depth and length. The correction models were validated against matched pairs of laser scan and ILI severe corrosion clusters. Applying sizing corrections to severe clusters is shown to reduce the error in the estimated burst pressure capacity. | PR-244-193800-R01 Quantification of ILI Sizing for Severe Anomalies | PRCI research project, EC-4-6 Improving Corrosion ILI Sizing Models for Long Complex Corrosion Anomalies (Koduru 2018), performed by C-FER Technologies (1999) Inc. (“C-FER”), involved collecting in-ditch high-resolution laser scan records, […] | publish | Uncategorized | open | open | pr-244-193800-r01-quantification-of-ili-sizing-for-severe-anomalies | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-244-193800-r01-quantification-of-ili-sizing-for-severe-anomalies/ | 0 | 0 | raw | default | 350 | Integrity & Inspection | |||||||
| 09/05/2022 | 3409 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In an effort to enhance understanding of underground hydrogen storage (UHS), Pipeline Research Council International, Inc. ("PRCI") contracted C-FER Technologies (1999) Inc. to perform an engineering assessment and literature review. The overall goal of the project is to provide PRCI with a five-year strategy to address the major technical challenges and knowledge gaps pertaining to UHS. This singular milestone has been divided into five tasks: (1) Current State-of-the-art (SOTA) for UHS; (2) UHS Gap Analysis; (3) Roadmap; (4) Roadmap Project List; and (5) Comprehensive Five-year Strategy. This report is the deliverable for Task 5; however, the deliverables for Tasks 1 to 4 are included as sections of this report and are also available as stand-alone documents (as requested by PRCI). | PR-244-21700-R01 Underground Storage Define and Refine Scope for Hydrogen | In an effort to enhance understanding of underground hydrogen storage (UHS), Pipeline Research Council International, Inc. (“PRCI”) contracted C-FER Technologies (1999) Inc. to perform an engineering assessment and literature review. […] | publish | Uncategorized | open | open | pr-244-21700-r01-underground-storage-define-and-refine-scope-for-hydrogen | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-244-21700-r01-underground-storage-define-and-refine-scope-for-hydrogen/ | 0 | 0 | raw | default | 200 | Underground Storage | |||||||
| 10/10/2025 | 3410 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Maintaining the integrity of well casing in underground gas storage (UGS) wells is a significant challenge for operators, as undetected corrosion can lead to safety risks and operational failures. Existing inspection technologies, particularly through-tubing (TT) inspection tools, offer practical solutions for routine assessments, but they have known limitations with detecting and sizing certain types of corrosion. This research effort was initiated to address gaps in the understanding of the capability of TT inspection tools and to develop improved methods for using TT inspection tools in evaluating casing integrity. This report provides a comprehensive overview of TT inspection technologies, including a review of current technologies, laboratory testing of commercial tools, development of a reliability-based assessment methodology, and field trials in operational wells. The research explores how TT inspection tools function, their strengths and weaknesses, and the factors that influence their performance. It also introduces a structured approach for interpreting inspection data and estimating the probability of casing failure, with the aim of supporting more informed maintenance and safety decisions. This report is intended for UGS operators, regulators, and technical professionals responsible for well integrity management. The information presented can be used to guide the selection and deployment of inspection tools, improve maintenance planning, and support decision-making processes related to well safety. By adopting the recommendations and methodologies described, stakeholders can enhance their ability to manage corrosion risks and maintain the safe operation of UGS facilities. | PR244-21701-R01 Advancement of Through-tubing Inspection for Underground Gas Storage Wells | Maintaining the integrity of well casing in underground gas storage (UGS) wells is a significant challenge for operators, as undetected corrosion can lead to safety risks and operational failures. Existing […] | publish | Uncategorized | open | open | pr244-21701-r01-advancement-of-through-tubing-inspection-for-underground-gas-storage-wells | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr244-21701-r01-advancement-of-through-tubing-inspection-for-underground-gas-storage-wells/ | 0 | 0 | raw | default | 0 | Corrosion | |||||||
| 10/10/2025 | 3411 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Conventional well integrity inspection requires frequent well entry, which not only introduces additional well integrity risks due to the invasive nature of the workover activities but also adds significant cost to the inspection process. Taking active underground gas storage (UGS) wells out of service for direct inspection can also strain natural gas deliverability and the ability of the storage system to meet the market demand. Distributed fiber optic sensing (DFOS) technology offers the benefit of continuous measurement along the entire length of the fiber optic cable without frequent well entry and may potentially reduce the cost in well integrity management. This report describes a comprehensive research program that investigated various DFOS technologies through a literature review, a review of past research programs, and full-scale laboratory tests. A comprehensive understanding of the capabilities and limitations of various DFOS technologies for UGS well monitoring applications was established. This should assist UGS operators in developing a reliable solution for using DFOS technology as an alternative well integrity monitoring method that allows the intervals for mechanical integrity tests or traditional well inspections, as specified by regulators, to be extended. This document aims to provide technical references to assist UGS operators improve their ability to make informed decisions regarding incorporating DFOS technologies into UGS well integrity monitoring. | PR244-231111-R01 Implementing Fiber Optic Technology for Underground Gas Storage Well Monitoring | Conventional well integrity inspection requires frequent well entry, which not only introduces additional well integrity risks due to the invasive nature of the workover activities but also adds significant cost […] | publish | Uncategorized | open | open | pr244-231111-r01-implementing-fiber-optic-technology-for-underground-gas-storage-well-monitoring | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr244-231111-r01-implementing-fiber-optic-technology-for-underground-gas-storage-well-monitoring/ | 0 | 0 | raw | default | 0 | Underground Storage | |||||||
| 22/10/2024 | 3412 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Risk management has been recognized as an essential decision-making tool in the pipeline industry over the past decade. However, there are still knowledge and process gaps that prevent broader implementation by industry stakeholders. The work described herein generated a gap analysis on risk management practices in the pipeline industry to define a future project roadmap that will be used to fill in the information, knowledge, and process gaps and to advance the application of risk management in the industry. A worldwide literature review of pipeline risk management practices was conducted, and industry inputs were collected through surveys and workshops. These tasks identified gaps in various technical area of risk management practices, which were then used as a basis to develop the scope, timeline, and funding requirements of the 10 potential projects in the related research roadmap. | PR244-231500-R01A Pipeline Risk Management Roadmap – Public | Risk management has been recognized as an essential decision-making tool in the pipeline industry over the past decade. However, there are still knowledge and process gaps that prevent broader implementation […] | publish | Uncategorized | open | open | pr244-231500-r01a-pipeline-risk-management-roadmap-public | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr244-231500-r01a-pipeline-risk-management-roadmap-public/ | 0 | 0 | raw | default | 0 | SRP | |||||||
| 11/06/2026 | 3413 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Unintentional methane releases from natural gas pipelines introduce environmental, health and safety, financial, and reputational risks for pipeline operators. The need for swift leak detection is essential to mitigate these risks. This work builds actionable insights to improve gas pipeline leak detection through the analysis of historical leak incident information. A review of commercially available leak detection techniques was performed to identify candidates to fill potential technology gaps. Leak incident records were collected across various sources and then collated, cleaned, and evaluated for analysis. The collated dataset was analyzed to identify relationships among pipeline, leak, and detectability characteristics for the development of key insights. A predictive model based on these insights was developed to quantitively assess various leak detection approaches. This document aims to provide operators with techniques and insights to optimize leak detection resources through an increased understanding of the contributing factors that lead to high priority leaks. The collated dataset along with insights and the predictive model is delivered for operator use. The zipped deliverable contains the following two items: 1. PR244-243907-R01 Analytical Prediction of Leak Events and Detection Using Historical Data Final Report 2. PR244-243907-E01 Collated Data Deliverable | PR244-243907-Z01 Analytical Prediction of Leak Events and Detection Using Historical Data | Unintentional methane releases from natural gas pipelines introduce environmental, health and safety, financial, and reputational risks for pipeline operators. The need for swift leak detection is essential to mitigate these […] | publish | Uncategorized | open | open | pr244-243907-z01-analytical-prediction-of-leak-events-and-detection-using-historical-data | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr244-243907-z01-analytical-prediction-of-leak-events-and-detection-using-historical-data/ | 0 | 0 | raw | default | 500 | Surveillance, Operations & Monitoring | |||||||
| 03/10/2024 | 3374 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this project is to validate the existing mechanical damage (MD) assessment and management tools based on in-service field dents data provided by pipeline operators. The data provided included in-line inspection (ILI), dent geometry data, operating pressure history data and in-ditch inspection observations. The dent fatigue life analysis tools were developed on behalf of Pipeline Research Council International (PRCI), Interstate Natural Gas Association of America (INGAA), Canadian Energy Pipeline Association (CEPA), other research organizations and individual pipeline operators and are included in API Recommended Practice (RP) 1183 (1). Since the assembly of API RP 1183, PRCI has continued its mechanical damage strategic research priority in the development of a greater understanding of the behavior of mechanical damage and the production of data to support engineering assessment. The research work included the following series of tasks: - Collect and collate mechanical damage field data provided by various pipeline operators. - Implement the fatigue life screening and assessment approaches using the provided dent geometry and pressure loading data. - Validate the fatigue life assessment results against the in-ditch inspection data. The data included presence of through wall cracks in dents resulting in leaks, location of surface cracks within dents and co-incident features like welds, corrosion, or gouges. | PR214-213800-R01 Evaluation of API RP 1183 Dent Fatigue Analyses using In-Service Dents Data | The objective of this project is to validate the existing mechanical damage (MD) assessment and management tools based on in-service field dents data provided by pipeline operators. The data provided […] | publish | Uncategorized | open | open | pr214-213800-r01-evaluation-of-api-rp-1183-dent-fatigue-analyses-using-in-service-dents-data | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr214-213800-r01-evaluation-of-api-rp-1183-dent-fatigue-analyses-using-in-service-dents-data/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 30/03/2022 | 3375 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project focused on the gathering, dissemination, and identification of critical variables affectng line pipe steels in hydrogen service. Published studies from US government labs (e.g., NIST, Sandia) and global publications were reviewed and summarized. Key variables significantly influencing fatigue performance and gaps in testing were identified, providing guidance to industry in future testing programs for the safe operation of hydrogen pipelines. | PR-214-214504-R01 Identification of Hydrogen Susceptible Line Pipe | This project focused on the gathering, dissemination, and identification of critical variables affectng line pipe steels in hydrogen service. Published studies from US government labs (e.g., NIST, Sandia) and global […] | publish | Uncategorized | open | open | pr-214-214504-r01-identification-of-hydrogen-susceptible-line-pipe | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-214504-r01-identification-of-hydrogen-susceptible-line-pipe/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 27/11/2023 | 3376 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project builds on mechanical damage (MD) assessment and management tools, developed on behalf of Pipeline Research Council International (PRCI), Interstate Natural Gas Association of America (INGAA), Canadian Energy Pipeline Association (CEPA), American Petroleum Institute (API), other research organizations and individual pipeline operators and included in API RP 1183 [1]. These include dent shape, restraint condition and interacting feature characterization; operational maximum and cyclic internal pressure characterization, screening tools defining non-injurious dent shapes based on pipe size and operating condition, failure pressure and fatigue assessment tools for dents with/without interacting features (e.g., corrosion, welds, gouges) in the restrained and unrestrained condition, and direction on available remedial action and repair techniques. The API RP 1183 [1], has not been adopted by the Pipeline and Hazardous Materials Safety Administration (PHMSA) by reference in code of federal regulations (CFR) 192.712 (c). CFR 192.712 (c) allows pipeline operators to follow certain prescriptive requirements for responding to mechanical damage features or perform an engineering critical assessment (ECA). The requirements of CFR 192.712 (c) provide minimum requirements for what would comprise an acceptable ECA. The objective of this research project is to develop a guidance document containing a practical and defensible set of guidelines and processes to address the CFR 192.712 (c) requirements. The work included: - Description of various dent fatigue life screening and assessment approaches detailing data requirements for the different approaches, - Developing a simplified method for dent fatigue life assessment using operational severity when detailed pressure spectrum data is not available, - Development of a Level 0.75 and 0.75+ screening approach that incorporates dent depth available from in-line inspection (ILI) data, - Developing a screening level methodology to carry out fatigue life assessment of dents with potential gouge where metal loss is conservatively assumed to be a planar crack-like feature. Included with report is the Table 6 White paper under Appendix E. | PR-214-223806-R01 Guidance for Performing Engineering Critical Assessments for Dents on Natural Gas Pipelines | This project builds on mechanical damage (MD) assessment and management tools, developed on behalf of Pipeline Research Council International (PRCI), Interstate Natural Gas Association of America (INGAA), Canadian Energy Pipeline […] | publish | Uncategorized | open | open | pr-214-223806-r01-guidance-for-performing-engineering-critical-assessments-for-dents-on-natural-gas-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-223806-r01-guidance-for-performing-engineering-critical-assessments-for-dents-on-natural-gas-pipelines/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 27/11/2023 | 3377 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The API RP 1183 [1], has not been adopted by the Pipeline and Hazardous Materials Safety Administration (PHMSA) by reference in code of federal regulations (CFR) 192.712 (c). CFR 192.712 (c) allows pipeline operators to follow prescriptive requirements for responding to mechanical damage features or perform an engineering critical assessment (ECA). The requirements of CFR 192.712 (c) include minimum requirements for what would comprise an acceptable ECA. Guidelines and methods provided in API 1183 and available elsewhere in the industry cannot be easily applied to evaluate dents where gouges or cracks may be present. As a result, simple engineering tools such as those provided in Appendix H of API 1183 have been developed to help classify metal loss coincident with dents as being corrosion or a gouge-like features. The objective of this research project is to evaluate, verify and/or further develop tools that pipeline operators can use to help distinguish ILI reported metal loss features that are coincident with dents as being corrosion or gouge-like features. This would allow operators to apply appropriate assessment techniques when assessing the reported features for remediation or assessment using ECA as allowed by CFR 192. | PR-214-223808-R01 Verification of Screening Tools for Classifying ILI Reported Dents with Metal Loss Features | The API RP 1183 [1], has not been adopted by the Pipeline and Hazardous Materials Safety Administration (PHMSA) by reference in code of federal regulations (CFR) 192.712 (c). CFR 192.712 […] | publish | Uncategorized | open | open | pr-214-223808-r01-verification-of-screening-tools-for-classifying-ili-reported-dents-with-metal-loss-features | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-223808-r01-verification-of-screening-tools-for-classifying-ili-reported-dents-with-metal-loss-features/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 19/09/2024 | 3378 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project builds on and supplements existing mechanical damage (MD) assessment and management tools, developed on behalf of Pipeline Research Council International (PRCI), Interstate Natural Gas Association of America (INGAA), Canadian Energy Pipeline Association (CEPA), American Petroleum Institute (API), other research organizations and individual pipeline operators, many of which are included in API Recommended Practice (RP) 1183 (1). Since the assembly of API RP 1183, PRCI has continued its mechanical damage strategic research priority in the development of a greater understanding of the behavior of mechanical damage and the production of data to support engineering assessment. The objective of this research project is to develop and/or modify: - Scaling factors to develop separate safety factors associated with fatigue life prediction of restrained and unrestrained dents, - Modification of dent weld interaction approach to consider distance of welds from the dent peak, and - Development of stress range magnification factor approach for Level 2 assessment similar to other screening life approaches incorporated in API RP 1183. | PR214-223810-R01 Improvement in Dent Assessment and Management Tools | This project builds on and supplements existing mechanical damage (MD) assessment and management tools, developed on behalf of Pipeline Research Council International (PRCI), Interstate Natural Gas Association of America (INGAA), […] | publish | Uncategorized | open | open | pr214-223810-r01-improvement-in-dent-assessment-and-management-tools | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr214-223810-r01-improvement-in-dent-assessment-and-management-tools/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 22/10/2025 | 3379 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes the update to Pipeline Research Council International (PRCI) threat categories, originally described in L51885 and L52317 for primarily onshore gas pipelines. The update was completed by reviewing threat categories published in Australia, Canada, Europe, and the USA. PRCI members were involved in reviewing the updated threat categories and their feedback was incorporated. The updated threat categories are now applicable to onshore, offshore, pipelines, facilities, and liquid and gas products, enabling integrity engineers to consider a variety of damage mechanism-based threats with a proposed conceptual test that requires consideration and documentation of a threat within an integrity management plan. The report also allows pipeline and facility incidents to be attributed to threat categories with higher fidelity than previous threat category systems. | PR214-233810-R01 Revised PRCI Pipeline and Facility Threat Categories | This report describes the update to Pipeline Research Council International (PRCI) threat categories, originally described in L51885 and L52317 for primarily onshore gas pipelines. The update was completed by reviewing […] | publish | Uncategorized | open | open | pr214-233810-r01-revised-prci-pipeline-and-facility-threat-categories | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr214-233810-r01-revised-prci-pipeline-and-facility-threat-categories/ | 0 | 0 | raw | default | 50 | Corrosion | |||||||
| 25/09/2025 | 3380 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes the work undertaken to numerically model the hydrogen diffusion in in-service fillet welds across a wide variety of pipe attributes, welding conditions, and thermal conditions. The document includes recommendations for post-welding nondestructive examination (NDE) delay times that correspond to time-to-peak-hydrogen (TTPH) and time-to-critical-hydrogen (TTCH) at four common locations around a fillet weld where hydrogen induced cracking is likely to occur. | PR214-234504-R01 Post-Heating and Interpass Control as Alternative to Delayed Nondestructive Examination | This report describes the work undertaken to numerically model the hydrogen diffusion in in-service fillet welds across a wide variety of pipe attributes, welding conditions, and thermal conditions. The document […] | publish | Uncategorized | open | open | pr214-234504-r01-post-heating-and-interpass-control-as-alternative-to-delayed-nondestructive-examination | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr214-234504-r01-post-heating-and-interpass-control-as-alternative-to-delayed-nondestructive-examination/ | 0 | 0 | raw | default | 10.400 | Corrosion | |||||||
| 01/11/1992 | 3381 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Evaluates the use of high strength micro-alloyed steels in pipeline construction for the potential savings in material, materials handling, and welding construction costs. Pulsed- Gas Metal Arc Welding (P-GMAW) is considered the most appropriate welding process to join these materials since high quality, low hydrogen welds with excellent mechanical properties are possible. | PR-214-9109-R01 Application of Pulsed Gas Metal ARC Welding to Pipeline Construction | Evaluates the use of high strength micro-alloyed steels in pipeline construction for the potential savings in material, materials handling, and welding construction costs. Pulsed- Gas Metal Arc Welding (P-GMAW) is […] | publish | Uncategorized | open | open | pr-214-9109-r01-application-of-pulsed-gas-metal-arc-welding-to-pipeline-construction | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-9109-r01-application-of-pulsed-gas-metal-arc-welding-to-pipeline-construction/ | 0 | 0 | raw | default | 45.000 | Legacy | |||||||
| 11/05/2011 | 3382 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document catalogs the analysis methods and computational tools for addressing defects and damage discovered on in-service pipelines. It includes example calculations where closed-form algorithms are available in the public domain. It lists and describes solution techniques not available in the public domain and provides information so that users can either acquire the relevant software or pursue assistance regarding a particular defect assessment technique. | PR-218-05404-R01 Guidance for the Assessment of Pipeline Defects | This document catalogs the analysis methods and computational tools for addressing defects and damage discovered on in-service pipelines. It includes example calculations where closed-form algorithms are available in the public […] | publish | Uncategorized | open | open | pr-218-05404-r01-guidance-for-the-assessment-of-pipeline-defects | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-218-05404-r01-guidance-for-the-assessment-of-pipeline-defects/ | 0 | 0 | raw | default | 885 | Design, Materials & Construction | |||||||
| 13/11/2018 | 3383 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Recommendations are often made that the operating pressure of a pipeline be reduced prior to investigating suspected mechanical damage in the field, due to the unknown severity of the dam-age. The ensuing question is: knowing only what can be inferred from in-line inspection and the characteristics of the pipeline, what is the appropriate amount of pressure reduction? A common recommendation is to lower the operating pressure to 80% of a recent high pressure level. Oper-ators may question whether the same pressure reduction is necessary or adequate for all pipelines, e.g. different Location Classes, and all modes of damage, e.g. rock-induced damage as opposed to encroachment damage. With some operations, pressure reduction by an arbitrary proportion is impractical or very costly. Two levels of assessment are provided: a conservative "Level 1" assessment relying mainly on qualitative information and requiring no calculation, and a "Level 2" assessment that is consider-ably more involved but which could justify a smaller pressure reduction (or even no pressure re-duction). The choice of assessment level will depend on the information available to the operator, as well as on the degree of conservatism the operator desires to invoke. This report presents procedures for determining whether or not a pressure reduction is needed to assure safety of maintenance personnel before excavating and examining plain dents or dent-with-gouge defects on pipelines based on information obtained from in-line inspection (ILI) data. The procedures also allow for calculating the amount of pressure reduction that is needed. | PR-218-063505-R03 Safe Inspection Procedures for Dent and Gouge Damage | Recommendations are often made that the operating pressure of a pipeline be reduced prior to investigating suspected mechanical damage in the field, due to the unknown severity of the dam-age. […] | publish | Uncategorized | open | open | pr-218-063505-r03-safe-inspection-procedures-for-dent-and-gouge-damage | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-218-063505-r03-safe-inspection-procedures-for-dent-and-gouge-damage/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 17/08/2015 | 3384 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The project focused on compiling an inventory of mechanical damage experienced by gas and oil pipelines to ensure that the capability or applicability of models being developed or used to predict pipe behavior in the presence of mechanical damage are representative of actual experience. The inventory was developed through the use of a survey sent to a variety of pipeline operators requesting information regarding mechanical damage incidents reported through both in-line inspection operations and field dig reports. The information provided included the type of mechanical damage experienced, the possible source of the damage, the significance of the defects in terms of whether or not they resulted in leaks or ruptures, and how frequently they occur on pipelines of various sizes and grades. The result of this work has at least two important uses. In the short-term, the results can be used on a related project, MD-2B, which is intended to develop a model for ranking severity of ILI indications associated with mechanical damage and dents from the standpoint of response times for remediation. In the longer term, the results can be of use to model developers who are trying to develop or improve mechanics-based models for predicting the failure pressure levels of mechanically damaged pipe segments. | PR-218-063511-R01 Inventory of Types of Mechanical Damage Experienced by Gas and Oil Pipelines | The project focused on compiling an inventory of mechanical damage experienced by gas and oil pipelines to ensure that the capability or applicability of models being developed or used to […] | publish | Uncategorized | open | open | pr-218-063511-r01-inventory-of-types-of-mechanical-damage-experienced-by-gas-and-oil-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-218-063511-r01-inventory-of-types-of-mechanical-damage-experienced-by-gas-and-oil-pipelines/ | 0 | 0 | raw | default | 100 | Integrity & Inspection | |||||||
| 05/08/2009 | 3385 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The development of the damage severity model will provide a significantly improved technical basis to evaluate potential threats and develop general guidance for the industry. When combined with the results from parallel PRCI projects, this effort will form the basis for delivering a new suite of engineering tools and guidance to the industry on how to evaluate the potential hazards associated with mechanical damage. | PR-218-063511-R02 A Model for Predicting the Severity of Pipeline Damage Identified by In-Line Inspection | The development of the damage severity model will provide a significantly improved technical basis to evaluate potential threats and develop general guidance for the industry. When combined with the results […] | publish | Uncategorized | open | open | pr-218-063511-r02-a-model-for-predicting-the-severity-of-pipeline-damage-identified-by-in-line-inspection | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-218-063511-r02-a-model-for-predicting-the-severity-of-pipeline-damage-identified-by-in-line-inspection/ | 0 | 0 | raw | default | 495 | Integrity & Inspection | |||||||
| 30/09/2010 | 3386 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
This project is a follow up to the project titled "Effects of Tensile Loading on Remaining Strength of Corroded Casing." The objective is to test additional samples of corroded casing that will fail at typical storage well operating pressures and transfer the developed technology to MFL vendors for use in storage fields. A test matrix of 13 specimens was developed and tested. The test specimens consisted of natural corrosion and machined defects. Prior to testing:
• the specimen material was characterized with tensile, Charpy V-notch, hardness, and chemical tests and • the test specimens were shipped to 2 MFL vendors for logging. The results of the testing and MFL characterization are summarized in this report. |
PR-218-08702-R01 Additional Validation the Remaining Strength of Corroded Casing to Additional Cases | This project is a follow up to the project titled “Effects of Tensile Loading on Remaining Strength of Corroded Casing.” The objective is to test additional samples of corroded casing […] | publish | Uncategorized | open | open | pr-218-08702-r01-additional-validation-the-remaining-strength-of-corroded-casing-to-additional-cases | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-218-08702-r01-additional-validation-the-remaining-strength-of-corroded-casing-to-additional-cases/ | 0 | 0 | raw | default | 50 | Underground Storage | |||||||
| 24/06/2014 | 3387 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report contains a state of the art review of current methods for evaluating the effects of close in blasting on pipelines. The report includes a comparison of current methods for determining the stress resulting from blasting with available experimental results. It also covers the subject of block movement as a result of delayed gas pressure, methods to determine the likelihood of ground movement and procedures for evaluating if movement has occurred. More accurate methods to determine blasting stresses are investigated. A procedure to be followed to evaluate the effects of blasting is proposed. Finally, recent developments in blasting technology that are relevant to blasting near pipelines are reviewed. | PR-218-094510-R01 Procedure for Evaluating the Effects of Blasting on Pipelines – Phase 1 Summary Report | This report contains a state of the art review of current methods for evaluating the effects of close in blasting on pipelines. The report includes a comparison of current methods […] | publish | Uncategorized | open | open | pr-218-094510-r01-procedure-for-evaluating-the-effects-of-blasting-on-pipelines-phase-1-summary-report | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-218-094510-r01-procedure-for-evaluating-the-effects-of-blasting-on-pipelines-phase-1-summary-report/ | 0 | 0 | raw | default | 1.000 | Design, Materials & Construction | |||||||
| 01/08/2013 | 3388 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective for this two phase project was to validate surface loading criterion for pipelines with shallow burial. This is the report of the first phase of this project which focused on field measurements of the stress in shallow buried pipe while it is being crossed by heavy equipment. During the second phase, this data will be compared with the predictions of the most prevalent models currently used for surface load stress analysis for pipelines with shallow cover. The objective of the two phase study is to have a validated model for surface loading of shallow buried pipe. In the phase I, Kiefner and Associates, Inc. instrumented three buried pipe segments at the Spectra Energy Berne Station in Southeastern Ohio. The station was PRCI approved. The line was instrumented with strain gauges in order to make direct measurements of the stress in the pipeline as heavy equipment crosses over the pipeline. The data generated in this first phase and, if necessary, additional data from a second phase will be compared with the current Spangler, Iowa and CEPA models used for surface load stress analysis during the second phase. | PR-218-104509-R01 Field Validation of Surface Loading Stress Calculations for Buried Pipelines | The objective for this two phase project was to validate surface loading criterion for pipelines with shallow burial. This is the report of the first phase of this project which […] | publish | Uncategorized | open | open | pr-218-104509-r01-field-validation-of-surface-loading-stress-calculations-for-buried-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-218-104509-r01-field-validation-of-surface-loading-stress-calculations-for-buried-pipelines/ | 0 | 0 | raw | default | 500 | Design, Materials & Construction | |||||||
| 06/04/2019 | 3389 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In this work, the Canadian Energy Pipeline Association (CEPA) equation for prediction of hoop stress in a buried pipeline was validated using the Milestone 1 experimental data. The Milestone 1 testing program included a 24-inch outside diameter (OD), 0.25-inch wall thickness (WT) pipe specimen in sand (24-inch Sand); a 12.75-inch OD, 0.5-inch WT pipe specimen in clay (12-inch Packed Clay); and a 24-inch OD, 0.25-inch WT pipe specimen in clay (24-inch Dumped Clay). Two different depths of cover (DOC) values of 2 and 3 feet were used in the testing and the test specimens were crossed by a variety of construction equipment, namely a dump truck, a bulldozer, a front loader, and a vibratory compactor. The testing was conducted at internal pipe pressures of zero, 550 and 750 psig. | PR-218-104509-R02 Field Validation of Surface Loading Stress Calculations for Buried Pipelines Milestone 2 | In this work, the Canadian Energy Pipeline Association (CEPA) equation for prediction of hoop stress in a buried pipeline was validated using the Milestone 1 experimental data. The Milestone 1 […] | publish | Uncategorized | open | open | pr-218-104509-r02-field-validation-of-surface-loading-stress-calculations-for-buried-pipelines-milestone-2 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-218-104509-r02-field-validation-of-surface-loading-stress-calculations-for-buried-pipelines-milestone-2/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/09/2015 | 3390 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A challenge facing pipeline integrity groups is how to determine the number of digs required to confirm the presence or absence of SCC in a pipeline section as part of the Direct Assessment process. A Bayesian statistical methodology has been developed to solve this problem. The pro-cess requires the definition of a probabilistic susceptibility, which is the likelihood that significant SCC exists somewhere on a pipeline. The SCCDA’s probability of success to find SCC also plays a central role. Based on the initial probabilistic susceptibility (prior probability) and the SCCDA success rate, the Bayesian formula updates the likelihood of SCC, based on the results of the excavations. The number of excavations is determined when the absence of SCC is estab-lished to a predetermined confidence level. The required confidence level is left to the discretion of the pipeline operators. | PR-218-123603-R01 Procedure for Determining the Number of Excavations to Validate SCCDA | A challenge facing pipeline integrity groups is how to determine the number of digs required to confirm the presence or absence of SCC in a pipeline section as part of […] | publish | Uncategorized | open | open | pr-218-123603-r01-procedure-for-determining-the-number-of-excavations-to-validate-sccda | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-218-123603-r01-procedure-for-determining-the-number-of-excavations-to-validate-sccda/ | 0 | 0 | raw | default | 200 | Corrosion | |||||||
| 18/05/2020 | 3391 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Continuous crack defects in corroded areas of pipe have been identified as potential cause failures and significant accidents. PRCI was tasked with providing a model to pipeline operators with detailed step-by-step procedures for evaluating the effect of interacting corrosion and crack threats on the integrity of pipelines. There are several existing assessment methodologies for different types of anomaly such as blunt type and crack-like type. The predicted failure pressure PFP results from existing assessment methods were compared and reviewed in this research. Finite Element Analysis (FEA) is a well-documented tool for the accurate assessment of crack-in-corrosion (CIC). Hence, FEA was used in this research to conduct the PFP assessment the results of which were verified with burst tests performed at the Kiefner laboratory as well as data from previous PRCI research: PR-186-113600, Grinding Limits for Repair of SCC on Operating Pipelines (see Ref 18). Additionally, data analytics methodology was used in conjunction with FEA results to develop a relationship between stress intensity and CIC geometry and material properties. The resultant data-analytics derived equation was subsequently verified against burst test results taken from Hosseini's 2010 publication (see Ref 3 and Ref 4). | PR218-173602-R01 Assessment of Fitness-for-Service for Crack-within-Corrosion Anomalies | Continuous crack defects in corroded areas of pipe have been identified as potential cause failures and significant accidents. PRCI was tasked with providing a model to pipeline operators with detailed […] | publish | Uncategorized | open | open | pr218-173602-r01-assessment-of-fitness-for-service-for-crack-within-corrosion-anomalies | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr218-173602-r01-assessment-of-fitness-for-service-for-crack-within-corrosion-anomalies/ | 0 | 0 | raw | default | 3.500 | Corrosion | |||||||
| 23/06/2021 | 3392 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In 2015, Kiefner and Associates, Inc. (Kiefner) completed the ENV-6-1 project "Field Validation of Surface Loading Stress Calculations for Buried Pipelines" in which Kiefner monitored three buried pipe test segments at the Berne Station in Ohio to measure circumferential and longitudinal stresses due to heavy equipment crossing over the segments. This ENV-6-2 study "Full-Scale Surface Loading Testing of Buried Pipes Vibratory Compactor and Temporary Crossing" ionducted in the same location and on the same three pipeline specimens. The objective of this project is to develop surface loading criteria for pipelines with shallow burial depth under temporary crossings (e.g. mat, bridge, or steel plate) and pipeline subjected to dynamic loading from a vibrator compactor. | PR-218-174512-R01 Full-Scale Surface Loading Testing of Buried Pipes | In 2015, Kiefner and Associates, Inc. (Kiefner) completed the ENV-6-1 project “Field Validation of Surface Loading Stress Calculations for Buried Pipelines” in which Kiefner monitored three buried pipe test segments […] | publish | Uncategorized | open | open | pr-218-174512-r01-full-scale-surface-loading-testing-of-buried-pipes | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-218-174512-r01-full-scale-surface-loading-testing-of-buried-pipes/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 24/09/2019 | 3393 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project consisted of a review by subject matter experts of a new corrosion assessment model developed by TC Energy. This new model retains some of the fundamental aspects of RSTRENG but utilizes a novel approach to characterize the shape of metal loss. The new model, called the Psqr Model, utilizes plausible profiles as opposed to the single RSTRENG "river-bottom" profile. The .zip file includes the TC Energy Report, an Excel spreadsheet that demonstrates the process, as well as the PRCI project report. | PR218-183607-Z01 Peer Review of the Plausible Profile (Psqr) Corrosion Assessment Model | This project consisted of a review by subject matter experts of a new corrosion assessment model developed by TC Energy. This new model retains some of the fundamental aspects of […] | publish | Uncategorized | open | open | pr218-183607-z01-peer-review-of-the-plausible-profile-psqr-corrosion-assessment-model | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr218-183607-z01-peer-review-of-the-plausible-profile-psqr-corrosion-assessment-model/ | 0 | 0 | raw | default | 1.000 | Corrosion | |||||||
| 14/08/2018 | 3354 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Note that this version of the final report DOES NOT include the suite of experimental data. | PR-214-073510-R01 Full Scale Fatigue Testing of Dents (Plain and Interacting with Welds and Metal Loss) | Note that this version of the final report DOES NOT include the suite of experimental data. | publish | Uncategorized | open | open | pr-214-073510-r01-full-scale-fatigue-testing-of-dents-plain-and-interacting-with-welds-and-metal-loss | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-073510-r01-full-scale-fatigue-testing-of-dents-plain-and-interacting-with-welds-and-metal-loss/ | 0 | 0 | raw | default | 995 | Integrity & Inspection | |||||||
| 14/08/2018 | 3355 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Dents in buried pipelines occur due to a number of potential causes; the pipe resting on rock, third party machinery strike, rock strikes during backfilling, amongst others. The long-term integrity of a dented pipeline segment is a complex function of a variety of parameters, including pipe geom-etry, indenter shape, dent depth, indenter support, pressure history at and following indentation. In order to estimate the safe remaining operational life of a dented pipeline, all of these factors must be accounted for in the analysis. In order to characterize the severity of a dent on the integrity of a pipeline system, there must first be sufficient information available describing the behavior of the deformed pipe when subjected to typical loading scenarios. While there have been a number of full scale test programs that have been used to develop general trends in the behavior of dented pipe subjected to cyclic pressure loads, these programs have not produced sufficiently detailed information in terms of material properties, dent and pipe response to pressure loading, to form the basis of a severity assessment criterion. The objective of the current project was to generate full scale dent fatigue test data necessary to develop, validate and/or evaluate dent models capable of predicting cyclic internal pressure related failures of a pipe segment. The data generated included: detailed material characterization of the pipes involved in full scale test program, dent profile measurement, dent strains during dent for-mation and cyclic loading and recording of the details of fatigue crack location and orientation within a dent. The test program developed detailed experimental data for: - Unrestrained plain dents, - Restrained plain dents, - Dents interacting with welds and - Dents interacting with metal loss. | PR-214-073510-Z01 FS Fatigue Testing Plain Dents+Dents Interacting with Welds and Metal Loss with Data | Dents in buried pipelines occur due to a number of potential causes; the pipe resting on rock, third party machinery strike, rock strikes during backfilling, amongst others. The long-term integrity […] | publish | Uncategorized | open | open | pr-214-073510-z01-fs-fatigue-testing-plain-dentsdents-interacting-with-welds-and-metal-loss-with-data | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-073510-z01-fs-fatigue-testing-plain-dentsdents-interacting-with-welds-and-metal-loss-with-data/ | 0 | 0 | raw | default | 2.495 | Integrity & Inspection | |||||||
| 17/06/2015 | 3356 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | While the general fracture mechanics methodology for calculating fatigue life is well documented and validated, its application in the definition of pipeline system fatigue lives have differed from field experience. The source and magnitude of the conservatism inherent in the calculated fatigue life estimates are a concern when establishing integrity management programs. Of particular interest are the fatigue life estimates used in the integrity management programs for ERW pipeline systems that are primarily concerned with pipe wall anomalies oriented along the pipe axis. This project was initiated to consider several elements of the fatigue life estimation process to identify if there were sources of conservatism that could be better managed to permit integrity management programs to produce life estimates with known levels of conservatism. The project considered: - Ovality and misalignment stress concentration factors; - Fatigue crack growth rate (da/dN) material performance; and - Bulging correction factor. Both experimental and numerical simulation techniques were used to consider the impact of these factors on rate of fatigue crack growth of pipeline axially oriented defects. The project results were compared to existing codified treatments to quantify the level of conservatism inherent in the current state of practice. Recommendations were provided to enhance the precision and manage conservatism in fatigue crack growth rate calculations used in integrity management. This work has a related webinar. | PR-214-104505-R02 Improved Methods for Estimating Remaining Fatigue Life of ERW Pipelines | While the general fracture mechanics methodology for calculating fatigue life is well documented and validated, its application in the definition of pipeline system fatigue lives have differed from field experience. […] | publish | Uncategorized | open | open | pr-214-104505-r02-improved-methods-for-estimating-remaining-fatigue-life-of-erw-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-104505-r02-improved-methods-for-estimating-remaining-fatigue-life-of-erw-pipelines/ | 0 | 0 | raw | default | 9.500 | Design, Materials & Construction | |||||||
| 20/12/2018 | 3357 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The long-term integrity of a dented pipeline segment is a complex function of a variety of parameters, including pipe geometry, indenter shape, dent depth, indenter support, pressure history at and following indentation. In order to estimate the safe remaining operational life of a dented pipeline, all of these factors must be accounted for in the assessment. The current project provides pipeline operators with a methodology for assessing and managing dent fatigue, thus making it possible to prioritize response and remedial action(s) in an informed manner. The methodology allows the users to carry out dent ranking/prioritization and dent fatigue life assessment. In addition to the development of the plain dent fatigue life assessment methodology, dent weld and dent metal loss interaction criteria have been developed to ascertain their effect on the fatigue life of a dent. The dent assessment methodology utilizes dent shape information that can be derived from in-line inspection (ILI) data, operating pressure spectra and pipeline material grade. A three-level approach has been developed for assessing the fatigue life or cyclic pressure loading dependent fail-ure of pipeline dents. All three assessment levels draw upon information regarding pipeline operational, material and mechanical damage data. The assessment level selection and accuracy of the results are based upon the complexity of the features, the availability of required data and the level of detail and certainty in the input data. The three levels provide a range of alternatives for integrity management, where the appropriate method to use is dependent on the desired outcome and the available information. | PR-214-114500-R01 Fatigue Life Assessment of Dents with and without Interacting Features | The long-term integrity of a dented pipeline segment is a complex function of a variety of parameters, including pipe geometry, indenter shape, dent depth, indenter support, pressure history at and […] | publish | Uncategorized | open | open | pr-214-114500-r01-fatigue-life-assessment-of-dents-with-and-without-interacting-features | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-114500-r01-fatigue-life-assessment-of-dents-with-and-without-interacting-features/ | 0 | 0 | raw | default | 300 | Integrity & Inspection | |||||||
| 09/05/2016 | 3358 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline defects such as cracks, dents and corrosion often require permanent pressure retaining repairs. Full encirclement metallic repair sleeves with fillet-welded end connections to the pipe-line are often used for this purpose. In-service failures have occurred at pressure retaining sleeves as a result of defects associated with the sleeve welds, such as hydrogen-induced cracks, undercut at the fillet welds and inadequate weld size. At present, accurate quantitative fitness for service assessments for circumferential defects in sleeve fillet welds are difficult to carry out due to a lack of detailed stress intensity factor solutions for finite length cracks. The primary objective of the project was to improve the assessment of circumferential defects in sleeve fillet welds through the development of more accurate stress intensity factors and plastic collapse solutions for finite length sleeve-end fillet weld toe and root cracks. The stress intensity factors were estimated using detailed finite element analysis. These factors were then used to develop simplified parametric equations which are suitable for carrying out defect assessments on a wide range of pipe and sleeve geometries. These equations can be used in the assessment of fatigue crack growth and/or fracture using failure assessment diagram methods at sleeve end fillets alongside the results developed for other structural geometries in national standards. | PR-214-114504-R02 Development of Sleeve End Fillet Weld Fitness for Service Assessment Tools | Pipeline defects such as cracks, dents and corrosion often require permanent pressure retaining repairs. Full encirclement metallic repair sleeves with fillet-welded end connections to the pipe-line are often used for […] | publish | Uncategorized | open | open | pr-214-114504-r02-development-of-sleeve-end-fillet-weld-fitness-for-service-assessment-tools | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-114504-r02-development-of-sleeve-end-fillet-weld-fitness-for-service-assessment-tools/ | 0 | 0 | raw | default | 14.000 | Design, Materials & Construction | |||||||
| 18/04/2019 | 3359 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Fracture toughness of steels is conventionally measured using bend specimens and provides a conservative estimate of toughness when the actual loading is in tension. There has been wide-spread interest in characterizing the toughness that occurs with reduced constraint to better reflect constraint conditions typical of a relatively shallow girth weld flaw. Recent developments in fracture toughness testing and analysis of tension loaded specimens have led to publications by CANMET Materials Technology Laboratory (now CanmetMATERIALS, CMAT) and ExxonMobil Upstream Research Company (ExxonMobil) toward development of a single-specimen procedure. As part of an initiative to enhance the state of the art in strain-based design and assessment methods, with the intent of providing support for the standardization of appropriate weld testing methods, BMT Canada Ltd (BMT), under a Pipeline Research Council International (PRCI) project, has combined the two single-specimen approaches and developed a recommended practice for fracture toughness testing using single-edge-notched tension SENT (or SE(T)) samples with fixed grip loading. The procedure has been assessed by means of a round robin test program involving laboratories from around the world. Girth welds were fabricated and base metal, heat affected zone and weld center line specimens were prepared and sent to round robin participants. For the round robin program all the participants used a double clip gauge arrangement for direct CTOD measurement and electric potential drop or unloading compliance methods for crack growth measurement. In this paper, the results of the round robin test program including comparison of J and CTOD resistance curves will be presented and discussed. | PR-214-114509-R01 Standardization of Weld Testing for Fracture Toughness using Single Edge Notched Tests | Fracture toughness of steels is conventionally measured using bend specimens and provides a conservative estimate of toughness when the actual loading is in tension. There has been wide-spread interest in […] | publish | Uncategorized | open | open | pr-214-114509-r01-standardization-of-weld-testing-for-fracture-toughness-using-single-edge-notched-tests | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-114509-r01-standardization-of-weld-testing-for-fracture-toughness-using-single-edge-notched-tests/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 01/04/2016 | 3360 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes a new approach using existing non-destructive examination (NDE) techniques to determine pipe properties when existing data and information are absent or incomplete. The research work developed a neural network-based tool making use of linepipe hardness, chemistry and microstructure information to determine pipe characteristics, including strength and toughness. This research was completed to develop a tool to fill gaps in pipeline operators' knowledge and records and provide the basis to meet the requirements of "traceable, verifiable, and complete" (TVC) records requirements and regulatory Integrity Verification Processes (IVP), where applicable, and to establish and maintain operating pressure thresholds that provide for safe operation of liquids and gas pipeline systems. This download includes a copy of the report and a copy of the Excel based Check Mate software (aka Checkmate). This report has a related webinar. | PR-214-123734-R01 In The Ditch Non-Destructive Mechanical Property Measurement | This report describes a new approach using existing non-destructive examination (NDE) techniques to determine pipe properties when existing data and information are absent or incomplete. The research work developed a […] | publish | Uncategorized | open | open | pr-214-123734-r01-in-the-ditch-non-destructive-mechanical-property-measurement | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-123734-r01-in-the-ditch-non-destructive-mechanical-property-measurement/ | 0 | 0 | raw | default | 2.495 | Integrity & Inspection | |||||||
| 27/05/2019 | 3361 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | PRCI and other organizations have funded research and development programs related to weld hydrogen cracking to develop tests, define hardness limits, understand diffusible hydrogen delivery, evaluate hydrogen cracking delay time and define weldment material hydrogen cracking susceptibility. These projects have produced results that can be used in developing or approving welding procedures, and electrodes or consumables. With all of this information available, hydrogen cracking is still being observed in new construction and in-service welds. This report has assembled samples of this information to provide an outline of current practice and knowledge. From this overview, gaps in knowledge or tools have been identified to support defining the path forward and enhance our understanding of how to predict the occurrence and preclude hydrogen cracking from weldments. Some concepts, identified in this document, are demonstrated to illustrate what can be achieved in support of weld hydrogen cracking management. | PR-214-134502-R01 Weld Hydrogen Cracking Risk Management Guide | PRCI and other organizations have funded research and development programs related to weld hydrogen cracking to develop tests, define hardness limits, understand diffusible hydrogen delivery, evaluate hydrogen cracking delay time […] | publish | Uncategorized | open | open | pr-214-134502-r01-weld-hydrogen-cracking-risk-management-guide | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-134502-r01-weld-hydrogen-cracking-risk-management-guide/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 16/07/2018 | 3362 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Hydrogen cracking has been and continues to be observed in both heat-affected zones and weld metals. High carbon equivalent weldment heat-affected zones (HAZ) combined with rapid cooling have been related to the development of hydrogen cracking susceptible microstructures. Weld metal cracking is observed in both high and low strength weldments and is a particular concern for root passes due to the use of cellulosic electrodes, parent metal dilution, applied load, and weld fault stress riser effects promoting cracking. The risk of HAZ and weld cracking are increased for repair and in-service welds and/or welds deposited on older generation materials (e.g., pipe or fittings) and this can pose a significant risk to the integrity of welded connections. This report presents the result of research in the application and extension of the "Slow Bend" testing technique used to quantify the hydrogen cracking susceptibility of a weldment. This testing is being used to quantify the susceptibility of a microstructure to hydrogen cracking by defining the critical combinations of strain and hydrogen concentration (i.e. hydrogen embrittlement curves) that result in cracking in a given material. The testing and modelling results have been used to define relationships between the hydrogen embrittlement curve parameters (i.e. ductility and hydrogen embrittlement indices) and the properties of the deposited weld metal. These preliminary relationships were defined separately for cellulosic and basic SMAW electrodes providing insight to the factors that make a weld material susceptible to hydrogen cracking. | PR-214-144500-R05 Weld Hydrogen Cracking Susceptibility Characterization | Hydrogen cracking has been and continues to be observed in both heat-affected zones and weld metals. High carbon equivalent weldment heat-affected zones (HAZ) combined with rapid cooling have been related […] | publish | Uncategorized | open | open | pr-214-144500-r05-weld-hydrogen-cracking-susceptibility-characterization | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-144500-r05-weld-hydrogen-cracking-susceptibility-characterization/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 12/04/2019 | 3363 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | While the general fracture mechanics methodology for calculating fatigue lives is well documented and validated, its application in the definition of pipeline system fatigue lives have differed from field experience. The source and magnitude of the conservatism inherent in the calculated fatigue life estimates are a concern when establishing integrity management programs. Of particular interest, are the fatigue life estimates used in the integrity management programs for Electric resistance welding (ERW) pipeline systems that are primarily concerned with pipe wall anomalies oriented along the pipe axis. In this project, fatigue crack growth rate parameters were generated for pipe body and ERW. Axial flaws of different sizes were machined in pipe body and weld center line of two different pipe geometries and subjected to cyclic pressure tests. Fatigue crack growth rate of the flaws in the full-scale fatigue tests was monitored. The full-scale fatigue tests results were compared to existing codified treatments to quantify the level of conservatism inherent in the current state of practice. Recommendations were provided to enhance the precision and manage conservatism in fatigue crack growth rate calculations used in integrity management. This report has a related webinar. | PR-214-153739-R01 ERW Fatigue Life Integrity Management Improvement-Phase III | While the general fracture mechanics methodology for calculating fatigue lives is well documented and validated, its application in the definition of pipeline system fatigue lives have differed from field experience. […] | publish | Uncategorized | open | open | pr-214-153739-r01-erw-fatigue-life-integrity-management-improvement-phase-iii | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-153739-r01-erw-fatigue-life-integrity-management-improvement-phase-iii/ | 0 | 0 | raw | default | 100 | Integrity & Inspection | |||||||
| 02/08/2019 | 3364 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline integrity may be affected by the action of the external soil loads that can be generated by ground movements or slope failures and the structural integrity threat of these geotechnical failures is not well understood. The threat presented to a pipeline by a localized slope failure is not directly related to magnitude of the soil movement involved, but related to the stress and strains induced in the pipeline by the moving soil block. This project demonstrated and applied advanced pipe-soil interaction numerical modeling tools in the assessment of slope movements directed long the pipeline axis. The geotechnical hazard assessments completed in this project provide a conservative means of estimating the pipeline axial strain accumulation resulting from slope movements. These modeling results are presented such that an understanding of the influence of pipeline, slope and operational parameters on strain accumulation is demonstrated and the relative importance of each parameter is demonstrated. The relationship between surface expression of a geotechnical event and the subsurface parameters to facilitate conservative characterization of the event is defined. The data describing axial strain as a function of ground movement magnitude presented in this project may be compared to the axial strain capacity (resistance) engineering tools to evaluate the significance of slope movements on pipeline integrity. | PR-214-154503-R01 Pipeline Strains Induced by Slope Movement | Pipeline integrity may be affected by the action of the external soil loads that can be generated by ground movements or slope failures and the structural integrity threat of these […] | publish | Uncategorized | open | open | pr-214-154503-r01-pipeline-strains-induced-by-slope-movement | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-154503-r01-pipeline-strains-induced-by-slope-movement/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 08/01/2020 | 3365 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Beginning in 2007 the I&I committee has developed an expansive set of modeling and full-scale testing projects dealing with mechanical damage, considering the severity of damage response to pressure and pressure cycling and its assessment, its detection and sizing, and its management. While much data and insight has been developed, the practicable outcomes are limited to tools to predict the burst pressure specific to collapse-controlled failure and fatigue response specific to plain dents. Simple practical acceptance guidelines have however not emerged. The subcontract sought completion of Task 1 of Project MD-4-13. Thus, information was gathered and reviewed concerning the body of knowledge developed by PRCI and others with a view to best define a plain dent such that: 1) simple management guidelines can be established; 2) such dents can be readily distinguished relative to other damage features; and 3) gaps in existing technology can be identified and bridged to enable developing management guidelines for other more complex dents. In complement to that, the subcontract's scope sought comments concerning definitions of dent-related damage to pipelines, which is addressed in large part by this report. Subsequent Tasks in this Project will benefit from these outcomes as they establish the technical foundation to define the response time frame when managing such features. | PR-214-163713-R01 Review of Response Requirements and Criteria for Plain Dents | Beginning in 2007 the I&I committee has developed an expansive set of modeling and full-scale testing projects dealing with mechanical damage, considering the severity of damage response to pressure and […] | publish | Uncategorized | open | open | pr-214-163713-r01-review-of-response-requirements-and-criteria-for-plain-dents | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-163713-r01-review-of-response-requirements-and-criteria-for-plain-dents/ | 0 | 0 | raw | default | 100 | Integrity & Inspection | |||||||
| 03/01/2020 | 3366 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Federal regulatory standards require repair of dents with depths exceeding 6% of the pipeline diameter and for dents exhibiting signs of mechanical damage interacting with secondary features. However, leaks have been known to occur at dents with depths less than 3% of the pipe diameter and dents interacting with secondary features have been known to survive in service for extended periods of time. With the improvement in ILI technologies, there is an increase in detection of shallow dents and shallow dents interacting with corrosion features and a large population of these features exist currently in operating pipelines. Previous full-scale dent fatigue testing (MD 4-2 & others) did not consider shallow restrained dents. The objective of the current project is to develop understanding of shallow dents and shallow dents interacting with shallow corrosion features. Full scale dent fatigue tests were carried out to generate data on shallow dents and validate finite element (FE) models. The fatigue test data was also generated to evaluate the effect of metal loss on shallow dent fatigue life. | PR-214-163714-R01 Full Scale Testing of Shallow Dents with and without Interacting Features | Federal regulatory standards require repair of dents with depths exceeding 6% of the pipeline diameter and for dents exhibiting signs of mechanical damage interacting with secondary features. However, leaks have […] | publish | Uncategorized | open | open | pr-214-163714-r01-full-scale-testing-of-shallow-dents-with-and-without-interacting-features | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-163714-r01-full-scale-testing-of-shallow-dents-with-and-without-interacting-features/ | 0 | 0 | raw | default | 500 | Integrity & Inspection | |||||||
| 13/05/2019 | 3367 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of the project documented in the following report was to simplify the use and further demonstrate the application of the complex formulation developed for the stress intensity solutions developed in the previous project. The primary output of the project is a set of software tools (i.e. a Microsoft Excel based tool and a standalone executable software tool) that allows for the rapid calculation of the stress intensity factor solutions along with a set of sample calculations illustrating the use of the software tools. Additionally, a set of sensitivity analyses have been performed that illustrate the effect of various parameters on the SIFs. | PR-214-174517-Z01 Development of Sleeve End Fillet Weld Stress Intensity Factor Calculator | The objective of the project documented in the following report was to simplify the use and further demonstrate the application of the complex formulation developed for the stress intensity solutions […] | publish | Uncategorized | open | open | pr-214-174517-z01-development-of-sleeve-end-fillet-weld-stress-intensity-factor-calculator | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-174517-z01-development-of-sleeve-end-fillet-weld-stress-intensity-factor-calculator/ | 0 | 0 | raw | default | 500 | Design, Materials & Construction | |||||||
| 31/01/2022 | 3368 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The current project scope was developed to address the specific gap between fabricated samples developed for full-scale test and real world samples, and to provide further validation of the dent fatigue life assessment methodologies | PR-214-183816-R01 Full-scale Fatigue Testing of Field Dents | The current project scope was developed to address the specific gap between fabricated samples developed for full-scale test and real world samples, and to provide further validation of the dent […] | publish | Uncategorized | open | open | pr-214-183816-r01-full-scale-fatigue-testing-of-field-dents | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-183816-r01-full-scale-fatigue-testing-of-field-dents/ | 0 | 0 | raw | default | 300 | Integrity & Inspection | |||||||
| 01/06/2022 | 3369 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This research was funded in part under the Department of Transportation, Pipeline and Hazardous Materials Safety Administration's Pipeline Safety Research and Development Program. The views and conclusions contained in this document are those of the authors and should not be interpreted as representing the official policies, either expressed or implied, of the Pipeline and Hazardous Materials Safety Administration, or the U.S. Government. Research over the past 20 years has improved the pipeline industry's understanding of the behavior and failure processes for mechanical damage. This new understanding of mechanical damage has influenced the methods that should be used to characterize and inspect pipelines for mechanical damage. This research and development work has resulted in a range of assessment tools considering feature formation strain, failure pressure and fatigue life assessment including the effects of coincident features such as corrosion, welds gouges and cracks. The industry has also completed research developing an understanding of appropriate remedial actions to mitigate the risk of mechanical damage features. Guidance documents defining recommended practices for characterization, assessment and remediation of mechanical damage have been developed and published. To support the development of an improved understanding of the accomplishments of research, this project was completed to systematize the last 20 years of mechanical damage research. This report provides this summary in four mechanical damage subject areas including: Formation and Behavior, Detection and Characterization, Assessment and Management, and Repair and Remediation. The report also provides an overview of the treatment of mechanical damage in existing regulations and standards, identifying opportunities for improvement. Gaps in current mechanical damage understanding or tools are also identified as targets for further research. This work should be of interest to regulators, pipeline operators, researchers and engineering consultants or analysts as a description of the state of knowledge and developing a roadmap for future mechanical damage assessment and development. | PR214-203804-R01 Systematize 20 Years of Mechanical Damage Research | This research was funded in part under the Department of Transportation, Pipeline and Hazardous Materials Safety Administration’s Pipeline Safety Research and Development Program. The views and conclusions contained in this […] | publish | Uncategorized | open | open | pr214-203804-r01-systematize-20-years-of-mechanical-damage-research | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr214-203804-r01-systematize-20-years-of-mechanical-damage-research/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 07/03/2024 | 3370 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report presents the details of performance trials evaluating the capability of ILI systems to provide pipe-line condition information for dents with coincident or closely aligned features. A set of sample dent features were prepared along with a trial protocol and performance metrics beyond those presented in API 1163 that were used to characterize ILI systems' performance. A series of ILI system pull- and pump-through trials of magnetic, ultrasonic (pump-through with liquid couplant), and caliper-based ILI technologies from nine ILI Service Providers were per-formed. Data from these trials were used to quantify detection, identification, and sizing perfor-mance of the ILI systems for isolated corrosion features, dents with variety of shapes including those without coincident features and those with corrosion, gouges and/or cracks. The effect of dents on the ILI system detection, identification and sizing of the coincident features was evalu-ated. | PR214-203805-R02 Performance Evaluation of ILI Systems for Dents and Coincident Features | This report presents the details of performance trials evaluating the capability of ILI systems to provide pipe-line condition information for dents with coincident or closely aligned features. A set of […] | publish | Uncategorized | open | open | pr214-203805-r02-performance-evaluation-of-ili-systems-for-dents-and-coincident-features | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr214-203805-r02-performance-evaluation-of-ili-systems-for-dents-and-coincident-features/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 21/06/2022 | 3371 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This work was funded in part, under the Department of Transportation, Pipeline and Hazardous Materials Safety Administration. The views and conclusions contained in this document are those of the authors and should not be interpreted as representing the official policies, either expressed or implied, of the Pipeline and Hazardous Materials Safety Administration, the Department of Transportation, or the U.S. Government. This project builds on mechanical damage (MD) assessment and management tools, developed on behalf of Pipeline Research Council International (PRCI), Interstate Natural Gas Association of America (INGAA), Canadian Energy Pipeline Association (CEPA), American Petroleum Institute (API), other research organizations and individual pipeline operators and were included in API RP 1183. These include dent shape, restraint condition and interacting feature characterization; operational maximum and cyclic internal pressure characterization, screening tools defining non-injurious dent shapes based on pipe size and operating condition, failure pressure and fatigue assessment tools for dents with/without interacting features (e.g., corrosion, welds, gouges) in the restrained and unrestrained condition, and direction on available remedial action and repair techniques. In completing this development, areas for improvement were identified. The current project enhances previously developed tools being adopted in an industry recommended practice (API RP 1183) for pipeline MD integrity assessment and management considering: - Enhancement of indentation crack formation strain estimation, - Understanding the role of ILI measurement accuracy on dent integrity assessment, and - Quantification of assessment method conservatism to support safety factor definition. Safety factors (Modeling bias) defined in the present study and evaluated for different fatigue life estimation approaches in the present work refer to the conservatism inherent in different in different fatigue life models and is represented as the ratio of experimental lives to predicted lives. | PR-214-203806-R01 Improve Dent-Cracking Assessment Methods | This work was funded in part, under the Department of Transportation, Pipeline and Hazardous Materials Safety Administration. The views and conclusions contained in this document are those of the authors […] | publish | Uncategorized | open | open | pr-214-203806-r01-improve-dent-cracking-assessment-methods | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-203806-r01-improve-dent-cracking-assessment-methods/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 25/07/2023 | 3372 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline integrity management involves the analysis of pipeline condition information (e.g., pipe size, presence and size of features), operational/environmental conditions and line pipe material properties in engineering assessment (fitness-for-purpose) tools to evaluate operational risk. While nominal or minimum specified material properties and SCADA reported, design or estimated operational loading conditions can be considered, pipeline operators depend heavily on pipeline condition data from in-line inspection (ILI) systems. The current project presents the details of performance trials evaluating the ability of ILI systems to provide pipeline condition information for dents with coincident or closely aligned features. A set of sample dent features were prepared along with a trial protocol and performance metrics beyond those presented in API 1163 that were used to characterize performance. ILI system pull and pump through trials of magnetic, ultrasonic and caliper-based ILI technologies from seven ILI Service Providers were performed. Data from these trials were used to quantify detection, identification, and sizing performance of the ILI systems for isolated corrosion features, dents with variety of shapes including those without coincident features and those with corrosion, gouges and/or cracks. The effect of dents on the ILI system detection, identification and sizing of the coincident features was evaluated. | PR-214-203820-R01 Performance Evaluation of ILI for Dents with Cracks and Gouges | Pipeline integrity management involves the analysis of pipeline condition information (e.g., pipe size, presence and size of features), operational/environmental conditions and line pipe material properties in engineering assessment (fitness-for-purpose) tools […] | publish | Uncategorized | open | open | pr-214-203820-r01-performance-evaluation-of-ili-for-dents-with-cracks-and-gouges | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-203820-r01-performance-evaluation-of-ili-for-dents-with-cracks-and-gouges/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 30/03/2022 | 3373 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Based on the investigation of the recent pipe failures, it was clear that HAZ softening was one of the contributing factors. To understand the factors that influence the susceptibility to HAZ softening, a simple weld bead-on-plate testing procedure achieving a full penetration weld was developed in in this project. Test conditions are designed to maximize the effect in an effort to identify line pipe materials that may be more or less resistant to HAZ softening in construction or in-service welding. This work provides industry with a standardized test to rank the relative susceptibility of pipe materials to HAZ softening and may be used as an acceptance test, a means of characterizing line pipe materials or identifying materials requiring greater attention to detail in weld procedure development or application to preclude significant HAZ softening. | PR-214-204505-R01 HAZ Softening Susceptibility Test Development | Based on the investigation of the recent pipe failures, it was clear that HAZ softening was one of the contributing factors. To understand the factors that influence the susceptibility to […] | publish | Uncategorized | open | open | pr-214-204505-r01-haz-softening-susceptibility-test-development | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-204505-r01-haz-softening-susceptibility-test-development/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 30/08/1988 | 3334 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of the proposed research was to demonstrate the viability and utility of a constant flow tracer dilution technique for inferring the flowrate through a high-pressure natural gas centrifugal compressor. Testing was performed by injecting a known flowrate of tracer gas, sulfur hexafluoride(SF6), into a natural gas stream immediately upstream of an operating centrifugal compressor. Measurements of the diluted tracer gas concentration downstream of the compressor were made by means of electron capture gas chromatography. Knowledge of the injection concentration and injection flowrate coupled with the downstream diluted concentration and compressor operating characteristics allowed the inference of the actual flow through the compressor. Tracer inferred flowrates were then compared to flowrates measured by a custody transfer station downstream of the compressor station. | PR-197-723-R01 Compressor Flow Measurements | The objective of the proposed research was to demonstrate the viability and utility of a constant flow tracer dilution technique for inferring the flowrate through a high-pressure natural gas centrifugal […] | publish | Uncategorized | open | open | pr-197-723-r01-compressor-flow-measurements | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-197-723-r01-compressor-flow-measurements/ | 0 | 0 | raw | default | 85 | Legacy | |||||||
| 30/10/1990 | 3335 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | There were two objectives for the program described in this Final Report: 1) to develop and test a portable system to measure flow (and horsepower) in an operating centrifugal natural gas compressor, and 2) to understand and reduce the possible sources of error in the constant flow tracer dilution technique. | PR-197-911-R01 Development of Compressor Performance and Efficiency Evaluation | There were two objectives for the program described in this Final Report: 1) to develop and test a portable system to measure flow (and horsepower) in an operating centrifugal natural […] | publish | Uncategorized | open | open | pr-197-911-r01-development-of-compressor-performance-and-efficiency-evaluation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-197-911-r01-development-of-compressor-performance-and-efficiency-evaluation/ | 0 | 0 | raw | default | 2.500 | Legacy | |||||||
| 01/03/1992 | 3336 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Describes a portable measurement system capable of holiday detection and the estimation of holiday polarized potentials. The unit consisting of a data logger and associated signal conditioning circuitry is housed in a man carried pack. A belt worn battery can power the unit for 8 to 10 hours. | PR-200-005-R01 Testing of Polarized Potential Longitudinal Measurement System | Describes a portable measurement system capable of holiday detection and the estimation of holiday polarized potentials. The unit consisting of a data logger and associated signal conditioning circuitry is housed […] | publish | Uncategorized | open | open | pr-200-005-r01-testing-of-polarized-potential-longitudinal-measurement-system | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-200-005-r01-testing-of-polarized-potential-longitudinal-measurement-system/ | 0 | 0 | raw | default | 755 | Legacy | |||||||
| 10/07/2020 | 3337 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Stress Engineering Services, Inc. (SES) was contracted by Pipeline Research Council International, Inc. (PRCI) to perform a study examining the long-term performance of composite repairs used for pipeline applications. The project reported here (PRCI study MATR-3-4 Long-term Composite Repair Study) included the installation of commercially available composite repair systems on pipe samples with regions of machined wall loss having depths of up to 75% of the pipe wall-thickness. Samples were fabricated using 12.75-inch x 0.375-inch, Grade X42 pipe material with each having a machined wall loss defect installed at one of three depths (40%, 60%, or 75% of pipe wall thickness). Following fabrication, the corrosion areas were reinforced with composite repairs and buried in the ground for up to ten years. The study sought to answer the question: how does the performance of a composite repair change over an extended period (up to 10 years) when subjected to environmental conditions representative of those encountered during pipeline operation? The composite repair systems were sourced from 13 different manufacturers and were installed on over 180 pipe samples prior to burial. Of these 13 reinforcement systems, four were tested to the end of the designated 10-year hold period. All samples underwent hydrostatic and periodic cyclic pressure testing while buried. Three unreinforced test samples, one of each wall loss depth, were burst at the onset of the study to provide baseline comparisons. | PR-201-084504-R01 Long-Term Composite Repair Study – Burst Test | Stress Engineering Services, Inc. (SES) was contracted by Pipeline Research Council International, Inc. (PRCI) to perform a study examining the long-term performance of composite repairs used for pipeline applications. The […] | publish | Uncategorized | open | open | pr-201-084504-r01-long-term-composite-repair-study-burst-test | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-201-084504-r01-long-term-composite-repair-study-burst-test/ | 0 | 0 | raw | default | 500 | Design, Materials & Construction | |||||||
| 29/04/2014 | 3338 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The content of this report represents a multi-year assessment focused on evaluating wrinklebends and their impact on the integrity of pipeline systems across the United States. Although the exact number of wrinklebends existing in the United States is not known, a reasonable estimate is on the order of hundreds of thousands. At the present time, the youngest of these wrinklebends would be approximately 65 years old, considering that by the mid-1950s wrinklebends were generally considered an unacceptable construction practice. | PR-201-094507-R01 Wrinklebend Evaluation Study and Tool Development | The content of this report represents a multi-year assessment focused on evaluating wrinklebends and their impact on the integrity of pipeline systems across the United States. Although the exact number […] | publish | Uncategorized | open | open | pr-201-094507-r01-wrinklebend-evaluation-study-and-tool-development | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-201-094507-r01-wrinklebend-evaluation-study-and-tool-development/ | 0 | 0 | raw | default | 900 | Design, Materials & Construction | |||||||
| 13/04/2015 | 3339 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project evaluates the use of composite materials for reinforcing corroded subsea pipelines. All repair work was done underwater and pipe samples were pressurized during the duration of testing. After the designated hold period of 10,000 hours (approximately 420 days), the samples were removed from service and subjected to destructive testing involving different combinations of internal pressure, axial tension, and bending. The study involved the participation of four composite repair manufacturers including Air Logistics, Armor Plate, Inc. Neptune Research, Inc., and Walker Technical Resources. These manufacturers provided materials, personnel for performing the installations, and financial contributions to the study. | PR-201-114508-R01 Evaluation of Composite Systems for Subsea Pipeline Repairs | This project evaluates the use of composite materials for reinforcing corroded subsea pipelines. All repair work was done underwater and pipe samples were pressurized during the duration of testing. After […] | publish | Uncategorized | open | open | pr-201-114508-r01-evaluation-of-composite-systems-for-subsea-pipeline-repairs | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-201-114508-r01-evaluation-of-composite-systems-for-subsea-pipeline-repairs/ | 0 | 0 | raw | default | 1.500 | Subsea | |||||||
| 09/03/2016 | 3340 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document, Guidelines for Using Composite Systems to Repair High Pressure Gas and Liquid Transmission Pipelines, was prepared for the Pipeline Research Council International, Inc. to provide direction for operators of high pressure transmission pipelines in using composite repair technologies. This guideline document provides technically sound and supported guidance to pipeline operators for the selection, design, and installation of composite repairs that allow the continued safe operation of the repaired pipelines. The guideline also provides essential elements for gaining regulatory acceptance of these repair methods and systems. | PR-201-144503-R01 Guidelines for Using Composite Systems to Repair High Pressure Pipelines | This document, Guidelines for Using Composite Systems to Repair High Pressure Gas and Liquid Transmission Pipelines, was prepared for the Pipeline Research Council International, Inc. to provide direction for operators […] | publish | Uncategorized | open | open | pr-201-144503-r01-guidelines-for-using-composite-systems-to-repair-high-pressure-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-201-144503-r01-guidelines-for-using-composite-systems-to-repair-high-pressure-pipelines/ | 0 | 0 | raw | default | 9.800 | Design, Materials & Construction | |||||||
| 20/05/2018 | 3341 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Hydrostatic test and In-Line Inspection are the prescribed integrity assessment methods cited in various Codes and Regulations and have been proven to enhance pipeline safety. But a significant number of pipelines across the world remain difficult to inspect and impractical to modify for inspection by the prescribed methods due to physical configurations or operating conditions. This research performs a state of the art (SOTA) analysis of NDE technology readiness considering physical and operational barriers and technology deployment from inside, outside or over pipelines, and the possible role of inspection sampling to conclude pipeline integrity and justify intervals for conversion for piggability or hydrotest. The goal of the research is to propose alternatives to ILI for safe prioritization and scheduling for conversion or replacement and not to replace hydrostatic test or ILI as currently prescribed in Codes and Regulations. The scope of the research is limited to technologies and integrity management concerning metal loss threat. This report represents the third and final update of prior reports from the two preceding years presenting a compendium of technologies describing technology readiness for state of the art non-destructive evaluation (NDE) technologies intended for low resolution pipeline condition screening and high resolution NDE for deployment at sample locations with capabilities applicable to difficult to inspect pipeline configurations. Integrated cleaning and inspection pigs, smart balls, external deployed ultrasonic, radiographic and magnetometry are pipe wall screening technologies evaluated in the reports. A structured process is proposed for assessing pipeline integrity based on low resolution screening of the full length of a pipeline segment followed by high resolution NDE samples at locations where screening indicates locations of possible wall loss. The process employs extreme value analysis for prediction of maximum metal loss severity across the screened segment. For instances where no metal loss indications reported by screening or from high resolution samples an alternative "compliance approach" is also addressed. Case studies are presented where PRCI members have deployed some of the technologies referenced in the NDE SOTA phase of the research and implemented the proposed extreme value or the compliance approaches. Validation of fitness for service conclusions based on inspection sampling by comparison with full length high resolution ILI or hydrostatic test are included in some of the case studies. The conclusions of the case studies demonstrate integrity conclusions obtained from the PRCI structured process are conservative and consistent with ILI or hydrostatic test conclusions. Based on the experience from the case studies and the SOTA, a metal loss screening efficiency factor (MLSE) is proposed enabling pipeline operators to understand the general relationship between screening level (sample stratification) and direct examination (inspection sampling) required to provide equivalent understanding of pipe wall condition, limited to metal loss. As mentioned by ASME/API ILI has limitations that need to be considered in its deployment and full discovery of metal loss conditions. Under some conditions (noted by API 1163) ILI predictions can be accepted without any direct examinations or verifications, i.e full length screening (high resolution) and no verification samples. At the other end of the spectrum random sampling can be theoretically deployed as a screening approach but depending on the condition of the pipeline, the high-resolution sample area could be very large to obtain a significant integrity conclusion. This report proposes a comparative scale of effectiveness for SOTA pipe wall screening technologies that offer the operator an expectation of high resolution NDE sample size. There is a related webinar | PR-201-153718-R03 Integrity Assessment of DTI Pipelines Using High Resolution NDE in Select Areas | Hydrostatic test and In-Line Inspection are the prescribed integrity assessment methods cited in various Codes and Regulations and have been proven to enhance pipeline safety. But a significant number of […] | publish | Uncategorized | open | open | pr-201-153718-r03-integrity-assessment-of-dti-pipelines-using-high-resolution-nde-in-select-areas | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-201-153718-r03-integrity-assessment-of-dti-pipelines-using-high-resolution-nde-in-select-areas/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 15/03/2018 | 3342 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this was to evaluate the effect of internal pipe pressure during installation of composite reinforcement systems. Historically, there has been little work evaluating the effect of internal pressure during installation, even though almost all composite installations on transmission pipelines are performed with internal pressure present in the pipe. The focus of this work was specifically limited to reinforcement of pipelines containing simulated corrosion anomalies. Five composite repair technologies from four composite manufacturers were evaluated in this study including: · Western Specialties Ultra-Wrap (E-glass/epoxy) · Western Specialties Composi-Sleeve (steel sleeve with E-glass overwrap) · Citadel (carbon fiber/epoxy) · Furmanite (carbon fiber/epoxy) · NRI Steel Wrap (high-modulus carbon fiber/epoxy) This study used full-scale testing to analyze the load transfer between the composite repair and pipe with internal pressure present during installation and whether this condition impacts the reinforcement provided by the composite repair system. The anomaly configuration evaluated in this study was a machined corrosion defect simulating 50% wall loss in 12.75-inch x 0.375-inch, Grade X42 pipe material. For safety, internal pressure during installation was limited to 50% SMYS (1,236 psig) for the corrosion samples. The composite repairs for the corrosion defects were installed at internal pressure levels of 0 psig, 25% SMYS (618 psig), and 50% SMYS (1,236 psig). Following repair installation, the reinforced full-scale samples were burst tested or pressure cycled to failure to evaluate the repair's performance. The results and findings of this study provide valuable information to the pipeline industry for addressing an issue of significant interest for many years, and one not previously addressed in a comprehensive manner via full-scale testing. | PR-201-154500-R01 Composite Repair Load Transfer Study | The objective of this was to evaluate the effect of internal pipe pressure during installation of composite reinforcement systems. Historically, there has been little work evaluating the effect of internal […] | publish | Uncategorized | open | open | pr-201-154500-r01-composite-repair-load-transfer-study | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-201-154500-r01-composite-repair-load-transfer-study/ | 0 | 0 | raw | default | 15.000 | Design, Materials & Construction | |||||||
| 24/10/2017 | 3343 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Unsupported branch connections or branch connections under loads due to unstable support conditions are an integrity threat and potential failure location in pipelines. No industry accepted method currently exists to assist operators in identifying problematic branch connections in a measurably-reliable way. Low field magnetic flux leakage (LF-MFL) offers one potential method to identify stressed sections of pipeline. The purpose of this project was to evaluate the ability of LF-MFL in-line inspection (ILI) technology to characterize loading conditions around branch connections and to validate the use of LF-MFL ILI to identify stressed branch connections. The results of this work will provide operators with guidance for using LF-MFL ILI tools to identify integrity threats. | PR-201-163707-R01 Effectiveness of Low Field MFL Technology Measuring Loading at Branch Connections | Unsupported branch connections or branch connections under loads due to unstable support conditions are an integrity threat and potential failure location in pipelines. No industry accepted method currently exists to […] | publish | Uncategorized | open | open | pr-201-163707-r01-effectiveness-of-low-field-mfl-technology-measuring-loading-at-branch-connections | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-201-163707-r01-effectiveness-of-low-field-mfl-technology-measuring-loading-at-branch-connections/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 13/07/2018 | 3344 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Composite reinforcement systems have seen extensive use in the pipeline industry over the last two decades as solutions to address a range of pipeline integrity threats. Despite their widespread use, few options exist for reliable inspection of installed composite reinforcement systems. Additionally, there is a lack of well-defined criteria for acceptable flaw types and sizes when found during inspection of the composite repairs. The purpose of this study was to provide information regarding the current state of available composite inspection techniques as well as the impact of delamination and disbondment defects on the performance of composite repairs. The results of the work will provide operators with guidance on using inspection technologies to assess the integrity of installed composite repair systems. This report has a related webinar. | PR-201-164502-R01 Study to Evaluate Delamination and Disbonding of Composite Repairs | Composite reinforcement systems have seen extensive use in the pipeline industry over the last two decades as solutions to address a range of pipeline integrity threats. Despite their widespread use, […] | publish | Uncategorized | open | open | pr-201-164502-r01-study-to-evaluate-delamination-and-disbonding-of-composite-repairs | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-201-164502-r01-study-to-evaluate-delamination-and-disbonding-of-composite-repairs/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 19/02/2019 | 3345 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project evaluated the performance of various configurations of welded repairs for use in reinforcing improper hot taps. A combination of finite element analysis and full-scale testing was used to evaluate the different repairs. The repairs were compared based primarily on fatigue performance. Samples were created using field weld procedures, and full scale testing of these samples was conducted in which stresses were measured at a number of locations using strain gages. Cyclic pressure testing of the samples at a stress range intended to represent 20 years of "moderate cycling" was used to demonstrate the fatigue performance of the repairs. | PR201-174510-R01 Removal and Repair of Hot Taps | This project evaluated the performance of various configurations of welded repairs for use in reinforcing improper hot taps. A combination of finite element analysis and full-scale testing was used to […] | publish | Uncategorized | open | open | pr201-174510-r01-removal-and-repair-of-hot-taps | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr201-174510-r01-removal-and-repair-of-hot-taps/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 06/06/2019 | 3346 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Unsupported branch connections or branch connections under loads due to unstable support conditions can be an integrity threat and potential failure location in pipelines. No industry accepted method currently exists to assist operators in identifying problematic branch connections in a measurably-reliable way. Low field magnetic flux leakage (LF-MFL) offers one potential method to identify stressed sections of pipeline. The purpose of this project was to evaluate the ability of LF-MFL in-line inspection (ILI) technology to characterize loading conditions around branch connections and to validate the use of LF-MFL ILI to identify stressed branch connections. The results of this work will provide operators with guidance for using LF-MFL ILI tools to identify integrity threats. | PR-201-183830-R01 Evaluating Low Field MFL in Measuring Loading Conditions at Branch Connections – Phase 2 | Unsupported branch connections or branch connections under loads due to unstable support conditions can be an integrity threat and potential failure location in pipelines. No industry accepted method currently exists […] | publish | Uncategorized | open | open | pr-201-183830-r01-evaluating-low-field-mfl-in-measuring-loading-conditions-at-branch-connections-phase-2 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-201-183830-r01-evaluating-low-field-mfl-in-measuring-loading-conditions-at-branch-connections-phase-2/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 29/03/2024 | 3347 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The project developed a set of standard templates that logs the performance of inline inspection (ILI) tools tested at the PRCI Technology Development Center (TDC). Which can also be used by Operators for their reporting criteria from ILI vendors. | PR201-233803-D01 TDC Inline Inspection Validation | The project developed a set of standard templates that logs the performance of inline inspection (ILI) tools tested at the PRCI Technology Development Center (TDC). Which can also be used […] | publish | Uncategorized | open | open | pr201-233803-d01-tdc-inline-inspection-validation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr201-233803-d01-tdc-inline-inspection-validation/ | 0 | 0 | raw | default | 0 | Integrity & Inspection | |||||||
| 01/03/1992 | 3348 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report discusses the results of a testing program designed to simulate the operational conditions imposed on a J-lay installed, 13%" subsea pipeline assembled with mechanical connections. The program objective was to gain an understanding of the long-term sealing integrity of various mechanical connections. The connections were subjected to combinations of cyclic internal pressure, cyclic temperature, axial compression, and reverse torsion. The testing results show that the mechanically interlocked Reflange C-Con II connection and two premium threaded connections, the Hunting Fox and Sumitomo Varn Ace, when assembled utilizing suitable bonding agents, successfully resisted the imposed loads of this testing program. In addition, the selection of a proper bonding agent or adhesive to prevent reverse torque back out proved to be important as several of these agents were unreliable in preventing back out failures. The testing conditions applied to the mechanical connections in this test program are believed to be conservative, exceeding the maximum that in-service, J-lay installed pipelines are likely to experience. Therefore, this test program may be used to select a pipeline connection for this duty. | PR-203-027-R01 Evaluation of Screen Testing Program for J-Lay Connections | This report discusses the results of a testing program designed to simulate the operational conditions imposed on a J-lay installed, 13%” subsea pipeline assembled with mechanical connections. The program objective […] | publish | Uncategorized | open | open | pr-203-027-r01-evaluation-of-screen-testing-program-for-j-lay-connections | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-203-027-r01-evaluation-of-screen-testing-program-for-j-lay-connections/ | 0 | 0 | raw | default | 995 | Subsea | |||||||
| 01/10/1992 | 3349 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Describes the development of 'the E-i method' for determining the resting potential of a cathodically protected pipeline. The revised method relies upon a linear-regression fit of a line to on and instant-off potentials and an extrapolation of that line to a potential where the on potential was equal to the off potential and the IR drop in the on potential was zero, which is uniquely the resting potential. | PR-208-806-R01 Field Testing a Method to Determine the Rest Potential of Cathodically Protected Pipelines | Describes the development of ‘the E-i method’ for determining the resting potential of a cathodically protected pipeline. The revised method relies upon a linear-regression fit of a line to on […] | publish | Uncategorized | open | open | pr-208-806-r01-field-testing-a-method-to-determine-the-rest-potential-of-cathodically-protected-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-208-806-r01-field-testing-a-method-to-determine-the-rest-potential-of-cathodically-protected-pipelines/ | 0 | 0 | raw | default | 3.750 | Legacy | |||||||
| 01/01/1994 | 3350 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project addresses the need to identify key factors that can contribute to corrosion of cased pipelines and develop methods for quantifying the severity of corrosion. The approach followed in the 1992 research was to deploy specially-designed sensor packages to monitor the environment within the annulus region of two cased pipelines in the field. The sensors were selected to characterize the corrosion that may occur from either groundwater ingress or the atmosphere within the casing to the pipe annulus region. | PR-208-9116-R01 Investigation of Cased-Carrier-Pipe External Corrosion | This project addresses the need to identify key factors that can contribute to corrosion of cased pipelines and develop methods for quantifying the severity of corrosion. The approach followed in […] | publish | Uncategorized | open | open | pr-208-9116-r01-investigation-of-cased-carrier-pipe-external-corrosion | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-208-9116-r01-investigation-of-cased-carrier-pipe-external-corrosion/ | 0 | 0 | raw | default | 150 | Legacy | |||||||
| 01/11/1993 | 3351 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of the research was to determine whether, and if so by how much, the present criteria for cathodic protection of bare steel are changed when an anticorrosion coating is present on the steel surface. | PR-208-9208-R01 The Influence of Pipeline Coating on the Criteria for Cathodic Protection | The objective of the research was to determine whether, and if so by how much, the present criteria for cathodic protection of bare steel are changed when an anticorrosion coating […] | publish | Uncategorized | open | open | pr-208-9208-r01-the-influence-of-pipeline-coating-on-the-criteria-for-cathodic-protection | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-208-9208-r01-the-influence-of-pipeline-coating-on-the-criteria-for-cathodic-protection/ | 0 | 0 | raw | default | 743 | Legacy | |||||||
| 28/07/1994 | 3352 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report discusses the results of a testing program designed to simulate the operational conditions imposed on a J-lay installed, 13%" subsea pipeline assembled with mechanical connections. The program objective was to gain an understanding of the long-term sealing integrity of various mechanical connections. The connections were subjected to combinations of cyclic internal pressure, cyclic temperature, axial compression, and reverse torsion. The testing results show that the mechanically interlocked Reflange C-Con II connection and two premium threaded connections, the Hunting Fox and Sumitomo Varn Ace, when assembled utilizing suitable bonding agents, successfully resisted the imposed loads of this testing program. In addition, the selection of a proper bonding agent or adhesive to prevent reverse torque back out proved to be important as several of these agents were unreliable in preventing back out failures. The testing conditions applied to the mechanical connections in this test program are believed to be conservative, exceeding the maximum that in-service, J-lay installed pipelines are likely to experience. Therefore, this test program may be used to select a pipeline connection for this duty. | PR-209-9217-R01 Mechanical Connections for J-lay | This report discusses the results of a testing program designed to simulate the operational conditions imposed on a J-lay installed, 13%” subsea pipeline assembled with mechanical connections. The program objective […] | publish | Uncategorized | open | open | pr-209-9217-r01-mechanical-connections-for-j-lay | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-209-9217-r01-mechanical-connections-for-j-lay/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/02/2007 | 3353 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Fatigue life prediction for in-service pipelines can vary considerably, with one of the prime sources of variability being the pipeline operating pressure data typically captured and archived using a Supervisor Control and Data Acquisition (SCADA) system. SCADA systems may operate differently from one system to another and the records can be significantly different on the basis of the operational parameter sampling technique. Operating pressure data is a key input into integrity analysis for pipelines containing defects. BMT Fleet has collected close to 200 pressure data sets and has been investigating the sensitivity of fatigue life predictions for a number of pipeline operators for weld defects, dents, wrinkles, etc. on an individual basis. A strong understanding of the variability of the results has been obtained, but not formally presented in a comprehensive guidance document.The goal of the present investigation is to determine the impact of various precedures used to collect SCADA data on the resulting fatigue life predictions for defects. Based upon the analysis conducted, recommendations will be provided to outline techniques that should be applied to collecting SCADA data and for the subsequent use in integrity analysis processes. Procedures will be discussed to ensure that fatigue assessments based upon SCADA data are acceptably accurate, reliable and reproducible. | PR-214-05502-R01 Application of Fatigue Analysis Procedures Using Pipeline SCADA Data | Fatigue life prediction for in-service pipelines can vary considerably, with one of the prime sources of variability being the pipeline operating pressure data typically captured and archived using a Supervisor […] | publish | Uncategorized | open | open | pr-214-05502-r01-application-of-fatigue-analysis-procedures-using-pipeline-scada-data | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-214-05502-r01-application-of-fatigue-analysis-procedures-using-pipeline-scada-data/ | 0 | 0 | raw | default | 7.500 | Legacy | |||||||
| 02/02/2023 | 3314 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Welding onto an operating pipeline, or in-service welding, for modification and repair has been used safely by pipeline operating companies for many years. The two primary concerns when welding onto carbon steel pipelines are the safety of the repair crew and the integrity of the pipeline after the in-service welds have been completed. However in-service welding has been limited for some products that could react at the pipeline operating pressure if they reach a sufficient temperature that can occur during in-service welding. Even with this additional risk mitigation approach, some companies have historically been extremely cautious or have not allowed welding onto pipelines that contained some products. One such product is ethylene. Welding onto ethylene pipelines has been performed in the past but has more recently been considered a product for which in-service welding should not be undertaken due to the potential of an ethylene decomposition reaction that is exothermic and could result in a pipeline failure. The weld trials performed during this project were to test the hypothesis that an ethylene decomposition reaction that could result in a pipeline failure would not be produced as a result of in-service welding onto an ethylene pipeline. This was based on the background literature search and industry survey that showed in-service welding onto ethylene pipelines has been performed safely but generally there has been no detailed reporting of how those in-service welds were deposited. If an ethylene decomposition reaction does not result in a pipeline failure, then this work will be used to develop a relationship between welding heat inputs, pipeline wall thickness, and pipeline operating pressure under which in-service welds could safely be deposited onto an ethylene pipeline. | PR-186-214508-R01 In-Service Welding onto Ethylene Pipelines | Welding onto an operating pipeline, or in-service welding, for modification and repair has been used safely by pipeline operating companies for many years. The two primary concerns when welding onto […] | publish | Uncategorized | open | open | pr-186-214508-r01-in-service-welding-onto-ethylene-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-214508-r01-in-service-welding-onto-ethylene-pipelines/ | 0 | 0 | raw | default | 500 | Design, Materials & Construction | |||||||
| 09/09/2022 | 3315 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | There are many standards, recommended practices (RP) and guidelines available for subsea pipe-line integrity management (PIM). In all of these, inspection is a key part of managing the integrity of subsea pipelines. However, detailed coverage of risk-based inspection (RBI) and detailed inspection planning is limited in these standards, RPs and guidelines; optimization of inspection and inspection frequency is generally determined at operator's discretion unless strictly regulated by authorities. Thus, there is a need to identify operator best practices and attempt to define a unified decision-making process to optimize inspection and inspection frequencies. This document: · Summarizes the most relevant standards, RPs and guidelines with respect to RBI · Reports the findings from answered questionnaires and interviews with operators, and · Identifies potential paths forward to reach a unified inspection planning best practice | PR186-215102-R01 Subsea Pipeline Risk-Based Inspection Benchmarking | There are many standards, recommended practices (RP) and guidelines available for subsea pipe-line integrity management (PIM). In all of these, inspection is a key part of managing the integrity of […] | publish | Uncategorized | open | open | pr186-215102-r01-subsea-pipeline-risk-based-inspection-benchmarking | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr186-215102-r01-subsea-pipeline-risk-based-inspection-benchmarking/ | 0 | 0 | raw | default | 250 | Subsea | |||||||
| 09/05/2024 | 3316 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Selective seam weld corrosion (SSWC) in autogenous welds is characterized by accelerated corrosion of or near the bondline which results in a groove-like feature that often coincides with shallower corrosion that can extend beyond the limits of the longitudinal seam. Historically, SSWC has been referred to as "grooving corrosion", "knife-line attack", or "trench-like corrosion". In 2021, the Pipeline Research Council International, Inc. (PRCI) funded a project, PRCI Project EC-2-12, to evaluate SSWC as a threat to gas and liquid pipeline systems. The project included a literature review of key parameters influencing the likelihood of SSWC within a particular type of pipe over others, benchmarking of the key parameters using industry experience and data, and the development of a susceptibility process for the threat of SSWC within gas and liquid pipeline segments. From the literature review, a summary of hypothesized influencing parameters was compiled and those considered to more strongly and consistently indicative of susceptibility were identified as key parameters (e.g., longitudinal seam weld type, chemical composition of the plate material, and evidence of a post-weld heat treatment, etc.). The key parameters were then benchmarked against pipeline industry data from confidential as well as public sources. Industry data were collected for line pipe known to be susceptible to the threat of SSWC (i.e., SSWC has been identified within it through direct examination and/or metallurgical analysis). Additionally, mill test reports for line pipe manufactured prior to 1990 and historical line pipe manufacturing specifications that could indicate typical manufacturing practices of the time were collected and compiled. As a result of the benchmarking effort, some key parameters were confirmed, and others were dismissed if industry data indicated it was unlikely they could be relied upon to determine susceptibility to the threat of SSWC individually or in concert with other parameters. Key parameters confirmed as reliable through industry benchmarking and considered readily accessible to most pipeline operators informed the development of a SSWC susceptibility determination process. The process is comprised of 'swim' lanes that consider threat history, line pipe susceptibility, and environmental influences. The project also included an investigation into the Barnacle probe technique as a potential field deployable methodology to determine susceptibility to SSWC. Currently, it is the most common method to test for SSWC susceptibility in the field and is an electrochemical cell that attaches to the exterior of a pipe directly over the bondline after the surface has been properly cleaned. The linear polarization resistance (LPR) technique is used within the Barnacle cell to measure the polarization resistance of the bondline compared to the polarization resistance of the surrounding base metal. The ratio of the polarization resistances, which is a measure of the relative corrosion rates at the bondline and surrounding metal, provides an indication of how susceptible the bondline is to SSWC. The Barnacle probe technique was applied to materials with varying degrees of anticipated susceptibility. The results of the technique were benchmarked using accelerated dissolution tests to measure actual grooving ratios for the same range of materials. | PR186-223601-R01 Evaluation of Selective Seam Weld Corrosion Susceptibility | Selective seam weld corrosion (SSWC) in autogenous welds is characterized by accelerated corrosion of or near the bondline which results in a groove-like feature that often coincides with shallower corrosion […] | publish | Uncategorized | open | open | pr186-223601-r01-evaluation-of-selective-seam-weld-corrosion-susceptibility | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr186-223601-r01-evaluation-of-selective-seam-weld-corrosion-susceptibility/ | 0 | 0 | raw | default | 500 | Corrosion | |||||||
| 10/05/2024 | 3317 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Non-welded repairs, such as fiber-reinforced composite systems and clamps with elastomer seals, may degrade over the life of the pipeline. As pipelines get older, it is important to evaluate the available repair options, and those currently installed, for continued service. This project explored the degradation associated with these non-welded repairs and provides practical guidance on how to assess, limit, or extend their service life. This will facilitate a reduction in Greenhouse Gas (GHG) emissions from a potential leak of a non-welded/temporary repair, allowing operators to either plan for their replacement with a permanent in-service repair or justify their continued use without arbitrary replacement. This research was a recommended next step following PRCI Project MATR-3-15, Methods to Reduce Pipeline Blowdowns to Effectuate Repairs and Inspections. It is a precursor to MATR-3-15B, which is expected to conclude in 2025. | PR-186-224500-R01 Assessment of Non-Welded Pipeline Repair Methods to Reduce Pipeline Blowdowns | Non-welded repairs, such as fiber-reinforced composite systems and clamps with elastomer seals, may degrade over the life of the pipeline. As pipelines get older, it is important to evaluate the […] | publish | Uncategorized | open | open | pr-186-224500-r01-assessment-of-non-welded-pipeline-repair-methods-to-reduce-pipeline-blowdowns | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-224500-r01-assessment-of-non-welded-pipeline-repair-methods-to-reduce-pipeline-blowdowns/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 08/05/2026 | 3318 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The Pipeline Research Council International (PRCI) Technology Development Center (TDC) is a test facility that consists of an area for flow loop testing, a winch system for pull-through string testing, storage space for pipe donated by pipeline companies, offices, meeting rooms, and work-shop space. There have been a series of flow loop and pull string tests, which are the most common uses for fully characterized pipe, conducted at the TDC as a part of many projects that have been managed by different test coordinators and pipeline companies. This document is a standard procedure for performing flow loop and pull string tests at the TDC. It compiles best practices and lessons learned and provides a consistent framework for technology validation and enhancement. | PR186-233805-R01 Protocol for Testing New Technologies at the TDC | The Pipeline Research Council International (PRCI) Technology Development Center (TDC) is a test facility that consists of an area for flow loop testing, a winch system for pull-through string testing, […] | publish | Uncategorized | open | open | pr186-233805-r01-protocol-for-testing-new-technologies-at-the-tdc | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr186-233805-r01-protocol-for-testing-new-technologies-at-the-tdc/ | 0 | 0 | raw | default | 500 | Integrity & Inspection | |||||||
| 06/05/2026 | 3319 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technology Development Center (TDC) is an industry-leading test facility developed to improve pipeline integrity and help the pipeline industry achieve its goal of zero safety and environmental incidents. The TDC consists of an area for flow loop push-through testing, a winch system for pull-through string testing, storage space for pipe donations by pipeline companies, offices, meeting rooms, and workshop space. The TDC has a growing inventory of pipe samples that can be utilized in PRCI and third-party research programs. When pipe samples are donated to the TDC, the information that is known and available for the pipe is generally documented. However, PRCI recognizes that for these pipe samples to be utilized effectively in research programs, key information must be documented and made available to prospective researchers. Consequently, PRCI retained DNV to develop procedures for properly documenting and collecting additional data (e.g., from non-destructive examination (NDE)) on donated pipe samples for use in research on crack-like flaws. This document contains procedures for documenting and collecting data on donated samples that are traceable, verifiable, and complete. The procedures establish what data is available for a given pipe sample. They are intended to not be overly burdensome for donating companies. By following the procedures, data for pipe samples will be readily accessible and consistent so that samples can be quickly and efficiently utilized in research programs. This document is written for PRCI-funded research programs. However, any parties seeking pipe samples from the TDC inventory may use the information provided. Deviations from this procedure are permissible with written approval from the PRCI Project Manager. | PR186-233806-Z01 Protocol for PRCI Pipe Sample Evaluation and Documentation | The PRCI Technology Development Center (TDC) is an industry-leading test facility developed to improve pipeline integrity and help the pipeline industry achieve its goal of zero safety and environmental incidents. […] | publish | Uncategorized | open | open | pr186-233806-z01-protocol-for-prci-pipe-sample-evaluation-and-documentation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr186-233806-z01-protocol-for-prci-pipe-sample-evaluation-and-documentation/ | 0 | 0 | raw | default | 1.000 | Integrity & Inspection | |||||||
| 02/10/2025 | 3320 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes what is understood by the pipeline industry concerning the hydrogen cracking mechanisms of hydrogen blistering and hydrogen embrittlement. Based upon the industry's understanding and case studies reviewed, in-line inspection (ILI) strategies for two hydrogen-related cracking threat scenarios were developed. The ILI strategies rely upon a susceptibility determination in accordance with the guidance offered in previous PRCI work. The susceptibility determination methodology relied upon in this work was benchmarked using pipeline segments for which the presence of a significant threat of hydrogen-related cracking in pipe body hard spots was known. | PR186-233809-R01 Hydrogen Cracking Integrity Management Evaluation | This report describes what is understood by the pipeline industry concerning the hydrogen cracking mechanisms of hydrogen blistering and hydrogen embrittlement. Based upon the industry’s understanding and case studies reviewed, […] | publish | Uncategorized | open | open | pr186-233809-r01-hydrogen-cracking-integrity-management-evaluation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr186-233809-r01-hydrogen-cracking-integrity-management-evaluation/ | 0 | 0 | raw | default | 500 | Integrity & Inspection | |||||||
| 26/06/2025 | 3321 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The application of requirements contained in many industry codes and standards requires some interpretation by the user and by the regulator who is called upon to enforce their use. There are often differences in the way requirements are interpreted because of unclear rationale behind the requirements or novel or non-traditional applications. Some industry codes and standards contain guidance in the form of commentary sections or companion documents. This is not the case for API Standard 1104, Welding of Pipelines and Related Facilities, where requests for interpretation are common because of unclear requirements or an absence of information pertaining to rationale. This white paper summarizes the changes between the Twenty-first and Twenty-second Editions of API 1104. This white paper may be useful when transitioning welding practices and procedures to the requirements in the Twenty-second Edition from earlier editions of the standard. | PR186-234503-E01 Summary of Substantive Changes between API 1104 Twenty-first and Twenty-second Editions | The application of requirements contained in many industry codes and standards requires some interpretation by the user and by the regulator who is called upon to enforce their use. There […] | publish | Uncategorized | open | open | pr186-234503-e01-summary-of-substantive-changes-between-api-1104-twenty-first-and-twenty-second-editions | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr186-234503-e01-summary-of-substantive-changes-between-api-1104-twenty-first-and-twenty-second-editions/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 18/12/2025 | 3322 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document summarizes the definitions and processes related to the 'traceable, verifiable, and complete' (TVC) criteria in 49 CFR 192 as implemented by the participating pipeline operators. Participating pipeline operators provided details related to their implementation and understanding of the TVC process through written surveys, follow-up interviews and a workshop feedback meeting. The input from the operators was utilized to document both consensus implementation of TVC definitions and a unified TVC workflow. The workflow is described in this report and includes data collection, data storage, data review, and data alignment procedures. The report also describes pipe population determination and updates as implemented following the TVC process. Throughout the report, key processes and interpretations of the TVC requirements are identified to highlight areas of consensus or partial consensus among the participating operators. | PR186-244504-R02 Guidance for Traceable Verifiable and Complete Documentation Requirements | This document summarizes the definitions and processes related to the ‘traceable, verifiable, and complete’ (TVC) criteria in 49 CFR 192 as implemented by the participating pipeline operators. Participating pipeline operators […] | publish | Uncategorized | open | open | pr186-244504-r02-guidance-for-traceable-verifiable-and-complete-documentation-requirements | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr186-244504-r02-guidance-for-traceable-verifiable-and-complete-documentation-requirements/ | 0 | 0 | raw | default | 5.000 | Corrosion | |||||||
| 25/03/1994 | 3323 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Investigates the effectiveness of the -0.85V on-potential criterion. The scope of this program included a survey of the industry, a review of the literature, and field excavations to inspect pipelines. The Approach was divided into four tasks: 1 - Survey of Member Companies, 2 - Review of NACE T10-1 Survey, 3 - Field Evaluations, and 4 - Theoretical Analysis. | PR-186-91006-R01 Investigation of the -0.85 Volt On-Potential Criterion | Investigates the effectiveness of the -0.85V on-potential criterion. The scope of this program included a survey of the industry, a review of the literature, and field excavations to inspect pipelines. […] | publish | Uncategorized | open | open | pr-186-91006-r01-investigation-of-the-0-85-volt-on-potential-criterion | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-91006-r01-investigation-of-the-0-85-volt-on-potential-criterion/ | 0 | 0 | raw | default | 785 | Legacy | |||||||
| 05/04/1993 | 3324 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this research was to provide an evaluation of commercially available CP survey equipment used for measuring off-potentials on a pipeline. The objective was accomplished by a series of field evaluations on operating pipelines designed to provide a wide range of conditions for evaluating the instrumentation. The primary incentive for this research was to provide the participating PRC members with an evaluation of the off-potential measurement systems commercially available, such that a basis is established for considering and selecting the most appropriate equipment for their particular application. | PR-186-9126-R01 Evaluation of Commercial Systems for Measuring Cathodic Protection | The objective of this research was to provide an evaluation of commercially available CP survey equipment used for measuring off-potentials on a pipeline. The objective was accomplished by a series […] | publish | Uncategorized | open | open | pr-186-9126-r01-evaluation-of-commercial-systems-for-measuring-cathodic-protection | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-9126-r01-evaluation-of-commercial-systems-for-measuring-cathodic-protection/ | 0 | 0 | raw | default | 375 | Legacy | |||||||
| 01/03/1994 | 3325 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A feasibility study to examine the use of coupons for measuring the polarized potential of a pipe. This study was a 15-month effort (1992-1993) with the objective being to provide proof of concept for the ability of coupons installed near the pipe surface to estimate the polarized potential of the pipe without interruption of the cathodic protection system. The incentive for performing this project was to provide an additional means of evaluating the polarized potential of a pipeline in areas where interruption of all current to the pipeline is difficult or impossible to perform. | PR-186-9220-R01 The Use of Coupons for Estimating Off-Potential | A feasibility study to examine the use of coupons for measuring the polarized potential of a pipe. This study was a 15-month effort (1992-1993) with the objective being to provide […] | publish | Uncategorized | open | open | pr-186-9220-r01-the-use-of-coupons-for-estimating-off-potential | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-9220-r01-the-use-of-coupons-for-estimating-off-potential/ | 0 | 0 | raw | default | 875 | Legacy | |||||||
| 10/07/1998 | 3326 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The Phase II study was divided into four tasks: Task 1 - Review of Coupon Studies, Task 2 - QperatThg PipeiThe Site Evaluations, Task 3 - Test Site Evaluations, and Task 4 - Guide/ The Development the purposes of Task 1 was to review other studies that have examined the use of coupons for measuring the level of protection provided by a CF system. The purpose of Task 2 was to expand the field conditions for evaluating the coupon methodology. The purpose of Task 3 was to examine the accuracy of coupon off-potentials. The purpose of Task 4 was to develop guidelines for employing the coupon monitoring methodology. | PR-186-9220-R02 The Use of Coupons for Estimating Off-Potential – Phase 2 | The Phase II study was divided into four tasks: Task 1 – Review of Coupon Studies, Task 2 – QperatThg PipeiThe Site Evaluations, Task 3 – Test Site Evaluations, and […] | publish | Uncategorized | open | open | pr-186-9220-r02-the-use-of-coupons-for-estimating-off-potential-phase-2 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-9220-r02-the-use-of-coupons-for-estimating-off-potential-phase-2/ | 0 | 0 | raw | default | 875 | Corrosion | |||||||
| 10/07/1998 | 3327 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | An annual report summarized the work completed in the third phase of the project. The relationship between the coupon and the pipe was the primary focus. The overall objectives of Phase III are: (1) to provide a better understanding of the relationship between the coupon and the surface condition of the pipe and (2) to quantify technology such that it can be used as an alternative to conventional monitoring practices, specifically as a means of applying acceptable criteria for CP. | PR-186-9220-R03 Relationship Between Coupon and Pipe – Phase 3 | An annual report summarized the work completed in the third phase of the project. The relationship between the coupon and the pipe was the primary focus. The overall objectives of […] | publish | Uncategorized | open | open | pr-186-9220-r03-relationship-between-coupon-and-pipe-phase-3 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-9220-r03-relationship-between-coupon-and-pipe-phase-3/ | 0 | 0 | raw | default | 875 | Corrosion | |||||||
| 01/12/1999 | 3328 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objectives of the research were (1) to develop reliable measurement techniques to assess the level of cathodic protection (CP) in stray current areas, (2) to develop reliable CP criteria in the presence of stray currents, and (3) to identify and assess procedures used to mitigate any deleterious effects of the stray currents. The scope of the effort focused on the review of existing technology for the criteria, measurement techniques, and mitigation procedures. In addition, new technologies for pipeline monitoring were developed. Assessment of the new and existing technologies was conducted in both field and laboratory evaluations. | PR-186-9412-R01 Cathodic Protection in DC Stray Current Areas | The objectives of the research were (1) to develop reliable measurement techniques to assess the level of cathodic protection (CP) in stray current areas, (2) to develop reliable CP criteria […] | publish | Uncategorized | open | open | pr-186-9412-r01-cathodic-protection-in-dc-stray-current-areas | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-9412-r01-cathodic-protection-in-dc-stray-current-areas/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 21/07/1971 | 3329 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | An experimental study to investigate the potential of a multi-frequency eddy current technique in detecting defects in steel pipelines. This feasibility study is the first of a three-phase program for the development of an inspection pig for gas pipelines. | PR-18-900-R01 Development of Automatic Inspection System for Underground Gas Pipelines | An experimental study to investigate the potential of a multi-frequency eddy current technique in detecting defects in steel pipelines. This feasibility study is the first of a three-phase program for […] | publish | Uncategorized | open | open | pr-18-900-r01-development-of-automatic-inspection-system-for-underground-gas-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-18-900-r01-development-of-automatic-inspection-system-for-underground-gas-pipelines/ | 0 | 0 | raw | default | 150 | Legacy | |||||||
| 07/12/1993 | 3330 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The overall objective of this program was to develop a methodology to identify locations on operating pipelines where SCC is probable. The program was planned as a three-year effort but was terminated after one year. | PR-189-9204-R01 Methodology for Identifying Pipeline Locations where SCC is Probable | The overall objective of this program was to develop a methodology to identify locations on operating pipelines where SCC is probable. The program was planned as a three-year effort but […] | publish | Uncategorized | open | open | pr-189-9204-r01-methodology-for-identifying-pipeline-locations-where-scc-is-probable | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-189-9204-r01-methodology-for-identifying-pipeline-locations-where-scc-is-probable/ | 0 | 0 | raw | default | 775 | Legacy | |||||||
| 01/08/1993 | 3331 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The primary aims of the study were to: · review the existing scene describing the equipment, methods, and the vendors active at the present time. This is presented in detail in the report and is intended to provide a ready reference for PRC members; · to investigate future developments, the systems required, and the potential of the existing equipment to meet the projected demand, namely for isolation systems capable of performing in subsea, mid-line scenarios. · to outline the immediate industry requirements for development work and the concept and feasibility studies necessary to support the anticipated industry requirements. | PR-189-9216-R01 Subsea Repair of Gas Pipelines without Water Flooding | The primary aims of the study were to: · review the existing scene describing the equipment, methods, and the vendors active at the present time. This is presented in detail […] | publish | Uncategorized | open | open | pr-189-9216-r01-subsea-repair-of-gas-pipelines-without-water-flooding | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-189-9216-r01-subsea-repair-of-gas-pipelines-without-water-flooding/ | 0 | 0 | raw | default | 4.595 | Surveillance, Operations & Monitoring | |||||||
| 01/08/1987 | 3332 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Follow-on work to evaluate the Kaiser effect and detecting acoustic emissions from fatigue cracks, stress corrosion cracking, and corrosion pits in pressurized pipe sections. | PR-191-632-R01 Verification of Acoustic Emission after Short-Term Depressurization | Follow-on work to evaluate the Kaiser effect and detecting acoustic emissions from fatigue cracks, stress corrosion cracking, and corrosion pits in pressurized pipe sections. | publish | Uncategorized | open | open | pr-191-632-r01-verification-of-acoustic-emission-after-short-term-depressurization | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-191-632-r01-verification-of-acoustic-emission-after-short-term-depressurization/ | 0 | 0 | raw | default | 1.250 | Legacy | |||||||
| 01/01/1975 | 3333 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Investigation of bottom particle velocities as part of the development of models for forces applied to offshore pipelines. | PR-19-73-R01 Measurement of Storm-Driven Bottom Particular Velocities | Investigation of bottom particle velocities as part of the development of models for forces applied to offshore pipelines. | publish | Uncategorized | open | open | pr-19-73-r01-measurement-of-storm-driven-bottom-particular-velocities | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-19-73-r01-measurement-of-storm-driven-bottom-particular-velocities/ | 0 | 0 | raw | default | 2.870 | Legacy | |||||||
| 10/11/2015 | 3294 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | It has been shown that measures, other than the hydrotest, are available for detecting or preventing defects that may be introduced during pipe manufacture or pipeline construction. Most measures require enhanced quality management practices, which offer the added benefit of providing more information on the condition of the pipeline after construction. A combination of those measures, in conjunction with a robust quality management system, could be considered as a viable alternative to the pre-service hydrotest. | PR-186-074504-R02 Development of Guidelines for an Alternative to the Pre-Service Hydrotest | It has been shown that measures, other than the hydrotest, are available for detecting or preventing defects that may be introduced during pipe manufacture or pipeline construction. Most measures require […] | publish | Uncategorized | open | open | pr-186-074504-r02-development-of-guidelines-for-an-alternative-to-the-pre-service-hydrotest | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-074504-r02-development-of-guidelines-for-an-alternative-to-the-pre-service-hydrotest/ | 0 | 0 | raw | default | 1.950 | Design, Materials & Construction | |||||||
| 28/02/2013 | 3295 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this project was to develop guidelines pertaining to these issues and how they should be addressed in the field. A review of recent incidents involving girth weld failures in newly-constructed pipelines indicate that all incidents involved production welds in pipelines constructed using conventional techniques (i.e., using cellulosic-coated electrodes) – particularly welds at wall thickness transitions – and repair and tie-in welds made using cellulosic-coated electrodes in pipelines otherwise constructed using mechanized gas-metal arc welding. None of the recent failures involved mechanized gas-metal arc welds. Many of these failures were attributed, at least in part, to hydrogen-assisted cracking and high stresses. A review of the factors related to hydrogen cracking in modern pipeline girth welds indicates that managing weld hydrogen levels and the stresses acting on these welds is the most appropriate strategy for controlling the risk of hydrogen-assisted cracking, which became the primary focus of this project. | PR-186-104504-R01 Guidelines to Address Pipeline Construction Quality Issues | The objective of this project was to develop guidelines pertaining to these issues and how they should be addressed in the field. A review of recent incidents involving girth weld […] | publish | Uncategorized | open | open | pr-186-104504-r01-guidelines-to-address-pipeline-construction-quality-issues | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-104504-r01-guidelines-to-address-pipeline-construction-quality-issues/ | 0 | 0 | raw | default | 200 | Design, Materials & Construction | |||||||
| 23/12/2013 | 3296 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline Integrity Management Programs (IMPs) are used by a vast majority of pipeline operators to ensure the integrity of the transmission infrastructure. However, there is a need for a systematic approach to managing the integrity of pipeline facilities. This Facility Integrity Management Program (FIMP) Guidelines document identifies a systematic approach that can be utilized. The document specifies the key elements, requirements, and end goals of a FIMP program. | PR-186-113718-R01 Facility Integrity Management Program Guidelines | Pipeline Integrity Management Programs (IMPs) are used by a vast majority of pipeline operators to ensure the integrity of the transmission infrastructure. However, there is a need for a systematic […] | publish | Uncategorized | open | open | pr-186-113718-r01-facility-integrity-management-program-guidelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-113718-r01-facility-integrity-management-program-guidelines/ | 0 | 0 | raw | default | 100 | Integrity & Inspection | |||||||
| 28/06/2013 | 3297 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Ethanol has been used for the last several years as an environmentally friendly alternative to methyl tertbutyl ether (MTBE), which is an oxygenate additive to gasoline, to increase octane levels, and to facilitate the combustion process. However, the need to find alternatives to imported oil and gas has spurred the increased use of ethanol as an alternative fuel source. Further, ethanol is being promoted as a potential trade-off for CO2 emissions from the burning of fossil fuels since CO2 is consumed by the plants used as the ethanol source. Legislation mandates a significant increase in ethanol usage as fuel over the next twenty years. The widespread use of ethanol will require efficient and reliable transportation from diverse ethanol producers to distribution terminals. Pipelines are, by far, the most cost-effective means of transporting large quantities of liquid hydrocarbons over long distances. For transporting ethanol, both existing pipeline infrastructure and new pipeline construction are being contemplated. In companion PRCI projects, the stress corrosion cracking (SCC) of pipeline steels and the performance of select elastomer seals/gaskets have been studied in fuel grade ethanol (FGE). The SCC study not only included piping grade steel, but also a cast steel that could be used in pumps. Many of the issues related to corrosion of pipeline steels have been resolved in these projects. However, to address completely the effect of ethanol and gasoline-ethanol blends in pipeline systems, investigation of the effects of ethanol on other components, such as pumps, valves, screens, springs, and metering devices was required. These components have different materials (e.g., non-ferrous alloys), different types of loading, and different exposure conditions. This report serves as a guidance document for identifying and selecting appropriate materials of construction that are exposed to ethanol and ethanol blends pumped and stored at pump stations and terminal facilities. The guidelines provided in this document are a culmination of knowledge gained from industry surveys, literature reviews, long-term testing programs, and past performance. | PR-186-12204-R02 Guidelines on the Effects of Ethanol on Pump Stations and Terminal Facilities | Ethanol has been used for the last several years as an environmentally friendly alternative to methyl tertbutyl ether (MTBE), which is an oxygenate additive to gasoline, to increase octane levels, […] | publish | Uncategorized | open | open | pr-186-12204-r02-guidelines-on-the-effects-of-ethanol-on-pump-stations-and-terminal-facilities | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-12204-r02-guidelines-on-the-effects-of-ethanol-on-pump-stations-and-terminal-facilities/ | 0 | 0 | raw | default | 1.000 | Compressor & Pump Station | |||||||
| 28/06/2013 | 3298 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | These are the material compatibility charts for the related guideline document. | PR-186-12204-R02A Effects of Ethanol on Pump Stations and Terminal Facilities – Materials Tables | These are the material compatibility charts for the related guideline document. | publish | Uncategorized | open | open | pr-186-12204-r02a-effects-of-ethanol-on-pump-stations-and-terminal-facilities-materials-tables | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-12204-r02a-effects-of-ethanol-on-pump-stations-and-terminal-facilities-materials-tables/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 07/11/2014 | 3299 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this study was to document the status of regulations, industry standards, best practices, and experiences relevant for life extension of subsea pipeline systems. The report covers a literature review, industry survey, analysis and critical review, and recommendations to further work. | PR-186-123715-R01 State of the Art for Subsea Pipeline and Equipment Life Extension | The objective of this study was to document the status of regulations, industry standards, best practices, and experiences relevant for life extension of subsea pipeline systems. The report covers a […] | publish | Uncategorized | open | open | pr-186-123715-r01-state-of-the-art-for-subsea-pipeline-and-equipment-life-extension | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-123715-r01-state-of-the-art-for-subsea-pipeline-and-equipment-life-extension/ | 0 | 0 | raw | default | 50 | Subsea | |||||||
| 28/08/2017 | 3300 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this work is to: - Summarize, in spreadsheet format, historical API pipe specification requirements related to metallurgical attributes of the pipe, - Collect pipe property data for a wide range of pipe sizes, grades, and vintages, - Solicit subject matter expert input regarding the likelihood that pipe surface features and other attributes are sufficiently unique to allow pipe manufacturer and/or grade to be unambiguously determined, and to - Describe nondestructive in-situ analysis methods that can be used on operating pipelines to determine metallurgical properties. | PR-186-123716-R01 Analysis of Line Pipe Manufacturing Materials and Construction Practices | The objective of this work is to: – Summarize, in spreadsheet format, historical API pipe specification requirements related to metallurgical attributes of the pipe, – Collect pipe property data for […] | publish | Uncategorized | open | open | pr-186-123716-r01-analysis-of-line-pipe-manufacturing-materials-and-construction-practices | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-123716-r01-analysis-of-line-pipe-manufacturing-materials-and-construction-practices/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 18/07/2014 | 3301 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The application of requirements contained in many industry codes and standards requires some interpretation by the user and by the regulator who is called upon to enforce their use. The objective of this project was to update the PRCI guidance document for API Standard 1104 - Welding of Pipelines and Related Facilities - for the recently published Twenty-first Edition of the standard and to further develop the document. The use of this document will allow users and regulators to better understand the intent regarding interpretation of some requirements in API 1104, the rationale behind the requirements, and the applicability of the requirements to both conventional and modern high-strength pipelines. | PR-186-124502-R01 Guidelines for Interpretation and Application of API 1104 Twenty-First Edition | The application of requirements contained in many industry codes and standards requires some interpretation by the user and by the regulator who is called upon to enforce their use. The […] | publish | Uncategorized | open | open | pr-186-124502-r01-guidelines-for-interpretation-and-application-of-api-1104-twenty-first-edition | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-124502-r01-guidelines-for-interpretation-and-application-of-api-1104-twenty-first-edition/ | 0 | 0 | raw | default | 295 | Design, Materials & Construction | |||||||
| 27/06/2017 | 3302 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline liquid and solid samples collected as a part of internal corrosion monitoring and other assessment activities are vulnerable to compositional changes resulting from sample handling procedures. These compositional changes can affect subsequent test results and the usefulness/accuracy of the data. Understanding the changes that occur due to sampling variables will help operators identify the significance of these changes to the test results. A set of experiments performed in this study were able to demonstrate some effects of sample holding time, sample holding temperature, and sample container headspace on certain constituents (pH, dissolved CO2, dissolved H2S, alkalinity, culturable bacteria) typically measured during internal corrosion evaluations. The project also identified general considerations for establishing and implementing internal corrosion sampling programs, since other factors in addition to changes that occur during handling can affect the accuracy, quality, and utility of test results. The deliverables of this project can be used directly by operators to assess their sampling programs and also provide a foundation from which a comprehensive best practice for sampling programs can be developed. | PR-186-133605-R01 Internal Corrosion Sample Collection Guidelines | Pipeline liquid and solid samples collected as a part of internal corrosion monitoring and other assessment activities are vulnerable to compositional changes resulting from sample handling procedures. These compositional changes […] | publish | Uncategorized | open | open | pr-186-133605-r01-internal-corrosion-sample-collection-guidelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-133605-r01-internal-corrosion-sample-collection-guidelines/ | 0 | 0 | raw | default | 100 | Corrosion | |||||||
| 21/11/2018 | 3303 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A semi-quantitative scoring protocol was developed to identify pipeline systems with the highest relative susceptibility to coating CP shielding. The scoring protocol takes into consideration the type of coatings, surface preparation, types of soils, weather conditions and pipeline characteristics. The protocol was tested over pipeline cases provided by pipeline operators. The users are encouraged to use the scoring protocol to screen, prioritize pipeline systems susceptible to coating CP shielding, and collect critical data in order to improve the performance of the tool with the goal to minimize the impact of this threat on the integrity of their pipelines. Guidelines have been provided to help the users of the protocol improve the monitoring, inspection and mitigation of external metal loss due to coating CP shielding. | PR-186-163606-R01 Establishing the Potential Severity of Various Cathodic Protection Shielding Parameters | A semi-quantitative scoring protocol was developed to identify pipeline systems with the highest relative susceptibility to coating CP shielding. The scoring protocol takes into consideration the type of coatings, surface […] | publish | Uncategorized | open | open | pr-186-163606-r01-establishing-the-potential-severity-of-various-cathodic-protection-shielding-parameters | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-163606-r01-establishing-the-potential-severity-of-various-cathodic-protection-shielding-parameters/ | 0 | 0 | raw | default | 500 | Corrosion | |||||||
| 23/09/2019 | 3304 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The American Petroleum Institute (API) and Association of Oil Pipe Lines (AOPL)'s Research and Development Work Group (RDWG) and PRCI are undertaking a joint industry project to develop pull test strings and protocols to validate and test the performance specifications published for ultrasonic crack detection, electromagnetic acoustic transducer (EMAT), and spiral and circumferential magnetic flux leakage (MFL) in-line inspection (ILI) tools. The purpose of the joint industry project is to assess the current industry specifications and improve ILI crack tool capabilities. DNV GL served as the project manager for Phase I of the joint industry project. This report summarizes the work completed in Phase I, which covered evaluating test facilities and methods of manufacturing crack-like defects, developing a preliminary defect set design and test protocol, and soliciting ILI vendor support. | PR-186-183825-R01 Continuous Improvement of ILI Capabilities Joint Industry Project (Phase I) | The American Petroleum Institute (API) and Association of Oil Pipe Lines (AOPL)’s Research and Development Work Group (RDWG) and PRCI are undertaking a joint industry project to develop pull test […] | publish | Uncategorized | open | open | pr-186-183825-r01-continuous-improvement-of-ili-capabilities-joint-industry-project-phase-i | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-183825-r01-continuous-improvement-of-ili-capabilities-joint-industry-project-phase-i/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 04/01/2021 | 3305 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This Milestone Deliverable M02-T04 is draft guidance for the application of higher strength E8010 electrodes for root pass welding. The guidance discusses E8010 root pass weldability, operability, and productivity, and provides recommended applications and precautions for using E8010 electrodes for root pass welding. Subsequent Milestone Deliverable M02-T05 will be final guidance, based upon project team feedback to this draft. | PR186-184507-R01 Guidance for Application of Higher Strength E8010 Electrodes for Root Pass Welding | This Milestone Deliverable M02-T04 is draft guidance for the application of higher strength E8010 electrodes for root pass welding. The guidance discusses E8010 root pass weldability, operability, and productivity, and […] | publish | Uncategorized | open | open | pr186-184507-r01-guidance-for-application-of-higher-strength-e8010-electrodes-for-root-pass-welding | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr186-184507-r01-guidance-for-application-of-higher-strength-e8010-electrodes-for-root-pass-welding/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 08/01/2021 | 3306 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project evaluated using higher strength E8010 electrodes for root pass welding on modern X70 strength line pipe, as part of a solution to increase overall weld strength, to match or overmatch the actual strength of the line pipe. The operability, weldability, and productivity of E8010 root pass welds were evaluated by welder operability trials, weldability tests, and welding procedure qualification testing and reviews. A separate guidance report (Catalog PR-186-184507-R01) with recommendations and precautions for using an E8010 root pass was developed. There is a related webinar. | PR186-184507-R02 Evaluate Higher Strength Consumables for Manual Root Beads in X70 | This project evaluated using higher strength E8010 electrodes for root pass welding on modern X70 strength line pipe, as part of a solution to increase overall weld strength, to match […] | publish | Uncategorized | open | open | pr186-184507-r02-evaluate-higher-strength-consumables-for-manual-root-beads-in-x70 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr186-184507-r02-evaluate-higher-strength-consumables-for-manual-root-beads-in-x70/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 15/02/2022 | 3307 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this work was to validate the use of post-heating as an alternative to the delay time prior to NDE and develop guidance for the application of post-heat. Allowing hydrogen to quickly diffuse away significantly reduces the probability of cracking and immediate inspection can be justified. This project involved a review of previous work relevant to this topic. An experimental program was carried out in an effort to determine the hydrogen diffusion rate in steel pipe materials, as well as the typical weld hydrogen levels in both a baseline (room temperature) and time and temperature conditions. Finally, various heating methods were evaluated and guidance material and recommendations for industry standards improvement were developed. Related Webinar | PR-186-184508-R01 Post-Heating as an Alternative to Delayed Nondestructive Examination | The objective of this work was to validate the use of post-heating as an alternative to the delay time prior to NDE and develop guidance for the application of post-heat. […] | publish | Uncategorized | open | open | pr-186-184508-r01-post-heating-as-an-alternative-to-delayed-nondestructive-examination | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-184508-r01-post-heating-as-an-alternative-to-delayed-nondestructive-examination/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 27/02/2020 | 3308 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A guideline to determine erosional velocity limits for liquid hydrocarbon transmission pipelines was developed based on a multi-analytical probabilistic approach that integrated results from two erosional models: DNV GL RP-O501 and University of Tulsa SPPS v5.3. The guideline uses a simple classification tree model as first approach to provide conservative erosional velocities with a minimum amount of input data. The guideline also presents an alternative probabilistic approach for determining erosional velocities when the classification tree cannot be used, e.g., when there is too much data uncertainty or the erosional velocity limit (which is highly conservative) is lower than the current or expected liquid velocity in the pipeline. The database table is available for download. The link is https://www.prci.org/Research/DesignMaterialsConstruction/DMCProjects/FLOW-1-2/142187/181060.aspx This report has a related webinar. | PR-186-184509-R01 Guideline for Erosional Velocity | A guideline to determine erosional velocity limits for liquid hydrocarbon transmission pipelines was developed based on a multi-analytical probabilistic approach that integrated results from two erosional models: DNV GL RP-O501 […] | publish | Uncategorized | open | open | pr-186-184509-r01-guideline-for-erosional-velocity | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-184509-r01-guideline-for-erosional-velocity/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 02/10/2021 | 3309 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The purpose of this research was to understand the potential impact of drag reducing agents (DRA) on internal corrosion of liquid hydrocarbon pipelines. The first task of this project included a comprehensive review of literature and knowledge, both in public domain and from industry experience, on the effect of DRA on water and solid transport in liquid hydrocarbons, and possible interactions with other performance chemicals typically used in the oil and gas industry. This was the basis for defining the final bench test methodology and test matrix to be performed in the second task. A novel bench-top apparatus was designed based on a vertical Couette cell approach, and a test methodology was successfully implemented to evaluate the potential effect(s) of DRA on water accumulation and localized corrosion at the oil/water interface. A test matrix was conducted with two DRAs (a water based and an oil based) and two corrosion inhibitors (a water soluble and an oil soluble) at a given test condition (3.5% NaCl saturated with 97%CO2/3%O2, pH ~6 at 80 oF). There is a related webinar. | PR186-203600-Z01 Impact of Drag Reducing Agents on Corrosion Management | The purpose of this research was to understand the potential impact of drag reducing agents (DRA) on internal corrosion of liquid hydrocarbon pipelines. The first task of this project included […] | publish | Uncategorized | open | open | pr186-203600-z01-impact-of-drag-reducing-agents-on-corrosion-management | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr186-203600-z01-impact-of-drag-reducing-agents-on-corrosion-management/ | 0 | 0 | raw | default | 500 | Corrosion | |||||||
| 22/03/2021 | 3310 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A literature review on the current industry understanding of mid-wall cracking and its detection was conducted. A summary of key factors influencing mid-wall cracking and modern integrity management approaches for the phenomenon are summarized. Based on the literature review and subject matter expert interviews, gaps in the published industry knowledge were identified. These gaps will be used to drive work in the direction of backfilling the valuable information that may be used to mitigate the onset of mid-wall cracking and to identify the presence of mid-wall cracking so that the threat can be actively and effectively managed. | PR186-203813-R01 Literature Review Pipeline Mid-wall Defect Detection and FFS Assessment | A literature review on the current industry understanding of mid-wall cracking and its detection was conducted. A summary of key factors influencing mid-wall cracking and modern integrity management approaches for […] | publish | Uncategorized | open | open | pr186-203813-r01-literature-review-pipeline-mid-wall-defect-detection-and-ffs-assessment | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr186-203813-r01-literature-review-pipeline-mid-wall-defect-detection-and-ffs-assessment/ | 0 | 0 | raw | default | 350 | Integrity & Inspection | |||||||
| 23/06/2022 | 3311 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Hydrogen induced cracking (HIC) within the wall of line pipe is a threat recognized by the pipeline industry; the industry could benefit from a standardize approach to determining threat susceptibility as well as a methodology to estimate the anticipated growth rate of HIC given a set of pipe design, environmental conditions, and operational parameters. The overall objectives of this project were to compile historical literature and references toward understanding HIC as a cracking mechanism and to develop preliminary susceptibility criteria for the threat of HIC. A better understanding of the threat of HIC will reduce product leaks and equipment emissions from all parts of the hydrocarbon transport and storage infrastructure as well as better prepare for the quickly approaching hydrogen economy. A literature review on the current industry understanding of mid-wall HIC[1] was conducted. A summary of key factors influencing HIC and modern integrity management approaches for the phenomenon are summarized. Based on the literature review, gaps in published industry knowledge were identified. A literature review was also conducted on the performance of non-destructive examination (NDE) techniques (both in-line and field) and their ability to detect and size mid-wall HIC. A description of the techniques (considering liquid and gas mediums for in-line technologies) and the current understanding of their performance are summarized. Several case studies that were used to assess non-destructive inspection performance are also summarized. Based upon the current industry understanding of the mid-wall HIC mechanism, as well as the capabilities of NDE technologies, an integrity management framework was developed and is described. As a result of the literature reviews, case studies, and framework development, a number of gaps in industry knowledge and experience were identified. Most importantly, there is a need for continuous improvement of NDE technologies. Results of the gap analysis should be used to drive work to mitigate the onset of mid-wall HIC and to identify the presence of mid-wall cracking so that the threat can be actively and effectively managed. [1] The terms mid-wall cracking (MWC) and hydrogen induced cracking (HIC) are synonymous in this report. | PR-186-203813-R02 Pipeline Mid-wall Defect Detection and Fitness for Service Assessment | Hydrogen induced cracking (HIC) within the wall of line pipe is a threat recognized by the pipeline industry; the industry could benefit from a standardize approach to determining threat susceptibility […] | publish | Uncategorized | open | open | pr-186-203813-r02-pipeline-mid-wall-defect-detection-and-fitness-for-service-assessment | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-203813-r02-pipeline-mid-wall-defect-detection-and-fitness-for-service-assessment/ | 0 | 0 | raw | default | 200 | Integrity & Inspection | |||||||
| 13/04/2022 | 3312 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This 2021 Edition of the PRCI Pipeline Repair Manual is an updated version of the original manual that was published 1994 and updated in 2006. The 2021 Edition discusses response to anomaly or defect discovery, reviews repair methods, identifies appropriate repairs for various types of defects, and provides generic guidelines for use of various repair methods. DNV has reviewed existing and emerging pipeline repair technologies and evaluated them in comparison with those in the previous versions of the manual. The review was based on published literature, vendor literature, and industry experience. The 2021 Edition of the Pipeline Repair Manual contains added and updated information on repair technologies gleaned from the literature, vendor publications, and industry experience. Without losing sight of well-established repair methods that have served the industry well, the most recent update focused on repair methods and practices that are commonplace or have emerged and have become commonplace since the previous version of the manual was published. This manual does not identify or prescribe all repair methods for all defects or anomalies. Instead, the manual concentrates on commonly encountered defects and commonly used repair methodologies for those defects. Other repair techniques may be equally valid depending on the specific conditions encountered. This 2021 Edition of the manual does not provide specific guidance on current regulations or on code interpretation. National and international codes and regulations change rapidly, and code interpretation is best left to individual companies. Footnotes identify specific pertinent sections of selected US regulations. This report has a related webinar. | PR-186-204504-R01 PRCI Pipeline Repair Manual 2021 Edition | This 2021 Edition of the PRCI Pipeline Repair Manual is an updated version of the original manual that was published 1994 and updated in 2006. The 2021 Edition discusses response […] | publish | Uncategorized | open | open | pr-186-204504-r01-prci-pipeline-repair-manual-2021-edition | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-204504-r01-prci-pipeline-repair-manual-2021-edition/ | 0 | 0 | raw | default | 895 | Design, Materials & Construction | |||||||
| 27/03/2024 | 3313 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | External corrosion growth rates in buried pipelines are influenced by a vast quantity of parameters, and the interaction of these parameters creates complexities that can be challenging to understand. As a result, external corrosion growth rates are difficult to estimate and measure. Further, the detailed actual conditions where external corrosion growth is occurring are often not known. When external corrosion growth rates cannot be calculated (i.e., using a corrosion growth rate model) or measured (i.e., ILI run-to-run comparisons), default corrosion growth rates are frequently utilized in making Integrity Management decisions. Often, these default, or assumed, corrosion growth rates are overly conservative. Using overly conservative external corrosion rates can result in a poor utilization of resources. However, there may be locations of isolated and accelerated corrosion growth in which the assumed rates are non-conservative. Non-conservative assumed external corrosion growth rates can result in lack of awareness of locations that may become critical prior to the next planned integrity assessment. Therefore, it is ideal to evaluate appropriate external corrosion growth rates along the length of a given pipeline. Applied external corrosion growth rates are utilized in making Integrity Management decisions on a pipeline, such as optimizing excavation programs and establishing integrity reassessment intervals, and therefore, it is important to utilize realistic rates that are accurate and not overly conservative. This report describes a methodology for establishing generic external corrosion growth rate distributions based on empirical ILI and corrosion modeling data. The report describes key parameters that affect, or can be utilized to establish, external corrosion growth rates. The identified key parameters include data that should be understood and/or readily available to pipeline operators. The authors of this report have created external corrosion growth rate distribution curves for each combination of the identified key parameters. The results of this project can be utilized by pipeline operators to establish data driven and justifiable external corrosion growth rates on pipelines in which rates are not able to be calculated from historical and/or ILI run-to-run comparisons. | PR-186-213600-R01 Generic External Corrosion Growth Rate Distributions for Buried Pipelines | External corrosion growth rates in buried pipelines are influenced by a vast quantity of parameters, and the interaction of these parameters creates complexities that can be challenging to understand. As […] | publish | Uncategorized | open | open | pr-186-213600-r01-generic-external-corrosion-growth-rate-distributions-for-buried-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-213600-r01-generic-external-corrosion-growth-rate-distributions-for-buried-pipelines/ | 0 | 0 | raw | default | 250 | Corrosion | |||||||
| 21/06/2021 | 3274 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In this work, the details of catalyst poison deposition are studied, and new catalyst restoration methods are explored. Lubrication oil makes its way through the combustion chamber and into the exhaust system, depositing poisons onto the catalyst and degrading catalyst performance. To estimate the degradation rate of the units and to find the best restoration method, two identical alumina-platinum oxidation catalysts were used in a dual setting, combining a field degradation engine and a laboratory testing engine. In order to find the best restoration process, the combination of both baking and washing is tested with poison deposition and performance analysis, and a hydrogen reduction is tested for the restoration of the platinum crystallites. The units were aged, then restored with the industry-standard washing procedure, then aged again until reaching non-compliance with emissions standards, and then restored a second time with a modified version of the industry-standard washing process that combines baking and washing. There is a related webinar. | PR-179-20200-R01 Improved Catalyst Regeneration Process to Increase Poison Removal | In this work, the details of catalyst poison deposition are studied, and new catalyst restoration methods are explored. Lubrication oil makes its way through the combustion chamber and into the […] | publish | Uncategorized | open | open | pr-179-20200-r01-improved-catalyst-regeneration-process-to-increase-poison-removal | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-179-20200-r01-improved-catalyst-regeneration-process-to-increase-poison-removal/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 21/10/2024 | 3275 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | There are over 7000 of large bore integral compressor engines distributed along the interstate and intrastate natural gas pipelines in the United States for gas compression. Methane emissions from large bore engines stem primarily from poor combustion efficiency. This study aims to improve the combustion efficiency of these engines, by reducing the amount of unburned methane that can escape through the crankcase vent and the exhaust gas emissions. Two broad approaches are taken to achieve this objective using experimental testing and computational studies: hydrogen blending and late cycle high pressure fuel injection (HPFI). Multiple sweeps of natural gas/hydrogen blends are presented on the Cooper-Bessemer GMV-4TF utilizing two different configurations, (1) mechanical gas admission valve (MGAV) fuel injection with open chamber ignition and high-pressure fuel injection (HPFI) with pre-combustion chamber (PCC) ignition. Late-cycle high pressure fuel injection is evaluated by independently varying fuel injection timing at different injection pressures. Fuel/air mixing, methane blowby, and ring pack (crevice volume) methane emissions are quantified and used for performance assessment. | PR179-21205-R01 Methane Abatement from LB NG 2-Stroke Cycle Engines Through In-Cylinder Modifications | There are over 7000 of large bore integral compressor engines distributed along the interstate and intrastate natural gas pipelines in the United States for gas compression. Methane emissions from large […] | publish | Uncategorized | open | open | pr179-21205-r01-methane-abatement-from-lb-ng-2-stroke-cycle-engines-through-in-cylinder-modifications | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr179-21205-r01-methane-abatement-from-lb-ng-2-stroke-cycle-engines-through-in-cylinder-modifications/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 30/10/2024 | 3276 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This study investigates the feasibility of injecting a premixed air and fuel charge into the precombustion chamber (PCC) of a Cooper-Bessemer GMV-4TF 2-stroke lean-burn natural gas engine. The primary ob-jectives are to enhance combustion stability, reduce emissions, and address the challenges associated with stratification within the PCC. Computational fluid dynamics (CFD) simulations were conducted to evaluate both ideal and practical premixed scenarios. The ideal premixed scenario aimed to achieve improved ho-mogeneity and faster flame propagation. Low-pressure premixed injections were tested to examine the ef-fects of near-stoichiometric mixtures on mixture homogeneity, while high-pressure premixed injections focused on reducing stratification within the PCC. Key metrics assessed included homogeneity of the air-fuel mixture, flame propagation speed, mass transfer between the PCC and the main combustion chamber (MCC), and emissions performance. Adjustments to PCC fuel injection timing, mass flow rates, and other critical parameters were explored throughout the simulations. The findings provide insights into the impact of premixed injection strategies on combustion dynamics and emissions characteristics of large-bore natural gas engines. | PR179-22206-R01 Prechamber Air and Fuel Premixing Proof of Concept | This study investigates the feasibility of injecting a premixed air and fuel charge into the precombustion chamber (PCC) of a Cooper-Bessemer GMV-4TF 2-stroke lean-burn natural gas engine. The primary ob-jectives […] | publish | Uncategorized | open | open | pr179-22206-r01-prechamber-air-and-fuel-premixing-proof-of-concept | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr179-22206-r01-prechamber-air-and-fuel-premixing-proof-of-concept/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 30/04/2024 | 3277 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Large-bore, natural gas-fueled engines are used for gas compression at over 1700 compression stations across the US, and methane emissions have presented a challenge to their optimization over the years. A significant root of this problem has been linked to the level of air-fuel mixing in the main combustion chamber of these engines as poor mixing results in low combustion efficiency. High-pressure fuel injection is believed to be a significant way to improve air-fuel mixing in natural gas engine combustion chambers. The purpose of this present study is to determine the sensitivity of in-cylinder mixing to injection pressures, using CFD simulations, determine the limits of high-pressure fuel injection, and explore the possibility of improving low-pressure fuel injection. The engine modeled using CONVERGE Studio for CFD was the large 4-cylinder GMV 4TF engine. The model was simulated for four major sets of configured cases - baseline establishment, ideal mixing case development, injection pressure variation, and low-pressure, high-momentum cases. The results of this work show that improved mixing potentially reduces the amount of methane emissions by half and high-pressure fuel injection also improves the in-cylinder mixing in the main combustion chambers of large bore engines. The optimal timing for the injection at different injection pressures was determined and the limitations in each case were identified. It was concluded that fuel injection at 700 psi at -110 degrees BTDC gave the best mixing case. The level of mixing in low-pressure fuel injection systems was also found to be improved by up to 39% by having high-momentum fuel injection using increased flow areas at injection. | PR179-22207-R01 Improved In-Cylinder Mixing Injection Pressure Sensitivity | Large-bore, natural gas-fueled engines are used for gas compression at over 1700 compression stations across the US, and methane emissions have presented a challenge to their optimization over the years. […] | publish | Uncategorized | open | open | pr179-22207-r01-improved-in-cylinder-mixing-injection-pressure-sensitivity | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr179-22207-r01-improved-in-cylinder-mixing-injection-pressure-sensitivity/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 10/08/2023 | 3278 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | High Flow samplers remain the most useful and accurate tool for the direct measurement of fugitive and vented emission sources in the field. Operators may be obligated to measure certain emissions with the high-flow sampler for regulatory, reporting, or internal environmental and/or maintenance programs. The most commonly used commercial unit of the last 20+ years has been the Bacharach Hi-Flow Sampler, though it was recently discontinued by the manufacturer. The supply of new units and spare parts is exhausted, leaving an unmet need for direct emission measurement capabilities. Though several research groups have constructed their own high-flow samplers as prototypes or in low volumes, the need for a commercial replacement of the Bacharach unit was recognized by several manufacturers who are bringing new and updated high-flow units to the market. This report will outline the capabilities and qualities of these currently available commercial units to provide interested users with the background needed to inform their purchasing decision. | PR179-22600-R01 Evaluation of High Flow Sampler Technologies | High Flow samplers remain the most useful and accurate tool for the direct measurement of fugitive and vented emission sources in the field. Operators may be obligated to measure certain […] | publish | Uncategorized | open | open | pr179-22600-r01-evaluation-of-high-flow-sampler-technologies | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr179-22600-r01-evaluation-of-high-flow-sampler-technologies/ | 0 | 0 | raw | default | 500 | Measurement | |||||||
| 11/09/2024 | 3279 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Operators may be obligated to measure certain emission sources for regulatory, reporting, or internal environmental and/or maintenance programs. high-flow samplers remain the most useful and accurate tool for direct measurement of fugitive and vented emissions in the field. Certain regulated sources require periodic measurement with a high-flow sampler; thus, their use is likely to continue even as new alternative technologies mature. Several new samplers are currently available commercially and development work on prototype units is ongoing. This report will describe the performance and user experience during a battery of tests performed in both laboratory and field-like settings. Two commercial units (AddGlobe GFM 2.0, and Semtech HiFlow 2) and one prototype unit (CSU OS-HFS V2) were tested. | PR179-22600-R03 Evaluation of High Flow Sampler Technologies | Operators may be obligated to measure certain emission sources for regulatory, reporting, or internal environmental and/or maintenance programs. high-flow samplers remain the most useful and accurate tool for direct measurement […] | publish | Uncategorized | open | open | pr179-22600-r03-evaluation-of-high-flow-sampler-technologies | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr179-22600-r03-evaluation-of-high-flow-sampler-technologies/ | 0 | 0 | raw | default | 500 | Measurement | |||||||
| 09/04/2025 | 3280 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Methane slip from large-bore, two-stroke, natural gas engines contribute significantly to green-house gas emissions. Optimizing the design and functionality of pre-combustion chambers is one potential solution to reducing these emissions. The objective of the study was to optimize a pre-combustion chamber to improve combustion efficiency and reduce methane emissions from a Cooper Bessemer GMV-4TF. Computational fluid dynamic simulations were used to investigate the effects of varying pre-combustion chamber design parameters, including nozzle angle, flow area, and volume. The most effective design was manufactured and evaluated experimentally on a GMV-4TF. | PR179-23204-R01 Design and Testing of a Multi-Nozzle PCC on a GMV4 LB NG Engine | Methane slip from large-bore, two-stroke, natural gas engines contribute significantly to green-house gas emissions. Optimizing the design and functionality of pre-combustion chambers is one potential solution to reducing these emissions. […] | publish | Uncategorized | open | open | pr179-23204-r01-design-and-testing-of-a-multi-nozzle-pcc-on-a-gmv4-lb-ng-engine | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr179-23204-r01-design-and-testing-of-a-multi-nozzle-pcc-on-a-gmv4-lb-ng-engine/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 30/06/2025 | 3281 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project explores the use of sealants for in-situ valve repair. An experimental apparatus was designed and fabricated for evaluating valve leak repair. A controlled leak was created on a 6" ball valve and the sealing capability of multiple sealants was evaluated. | PR179-242000-R01 Evaluating Grease Performance for In-Situ Valve Repairs | This project explores the use of sealants for in-situ valve repair. An experimental apparatus was designed and fabricated for evaluating valve leak repair. A controlled leak was created on a […] | publish | Uncategorized | open | open | pr179-242000-r01-evaluating-grease-performance-for-in-situ-valve-repairs | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr179-242000-r01-evaluating-grease-performance-for-in-situ-valve-repairs/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 29/03/2018 | 3282 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Recent industry experience is showing that modern lower grade steels (X60 to X70) are not having the same fracture behavior as older steels of the same grade. As a major consequence, past material qualification test methods may be no longer valid for these new steels and may not provide safe design guidance, both for the evaluation of the brittle to ductile transition temperature and for the prediction of ductile fracture arrest requirements. MAT-8-1 Project Phase 2 was specifically focused on brittle-to-ductile transition temperature assessment and may ultimately lead to reliable testing methods to evaluate the behavior of modern steels, to allow the industry to design safe gas pipelines. Specific small and full-scale experimental activities have been carried out, with the aim to verify the correspondence between the brittle-to-ductile transition temperatures determined using different small-scale sample geometries and comparing the results with four full-scale West Jefferson tests. | PR-182-124505-R04 Developing Tools to Assure Safety Against Crack Propagation | Recent industry experience is showing that modern lower grade steels (X60 to X70) are not having the same fracture behavior as older steels of the same grade. As a major […] | publish | Uncategorized | open | open | pr-182-124505-r04-developing-tools-to-assure-safety-against-crack-propagation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-182-124505-r04-developing-tools-to-assure-safety-against-crack-propagation/ | 0 | 0 | raw | default | 250 | Design, Materials & Construction | |||||||
| 07/11/2023 | 3283 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Carbon dioxide transport plays a crucial role in carbon capture and storage systems. As an economical and convenient carrier, pipelines have huge advantages in the transport of carbon dioxide. To aim to achieve a net-zero carbon emission over the next 20 - 30 years, the demand to lower carbon emission and the expansion of carbon capture, utilization and storage will require many new CO2 pipelines. This is a desk study on pipeline transportation of CO2 to define a future project roadmap and provide the necessary knowledge to safely and reliably transport anthropogenic CO2 by pipelines in either gas, liquid, dense phase. | PR182-224504-R01 Transportation of CO2 SOTA, Gap Analysis and Future Project Roadmap | Carbon dioxide transport plays a crucial role in carbon capture and storage systems. As an economical and convenient carrier, pipelines have huge advantages in the transport of carbon dioxide. To […] | publish | Uncategorized | open | open | pr182-224504-r01-transportation-of-co2-sota-gap-analysis-and-future-project-roadmap | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr182-224504-r01-transportation-of-co2-sota-gap-analysis-and-future-project-roadmap/ | 0 | 0 | raw | default | 150 | Design, Materials & Construction | |||||||
| 01/12/1985 | 3284 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This study was undertaken with the objective of comparing, where possible, the experimentally obtained propagation pressures from a study at U.T. and a similar study carded out between 1973 and 1978 by Battelle researchers. Results from the latter were recently released by Battelle for the purpose of this comparison. It is important to note that the two studies were carried out independently using different pipe dimensions and materials. As such, any similar conclusions and trends from the two groups of results can be viewed as independent mutual verification of the studies. | PR-183-528-R01 The Propagation Pressure of Offshore Pipelines – A Review of Experimental Results | This study was undertaken with the objective of comparing, where possible, the experimentally obtained propagation pressures from a study at U.T. and a similar study carded out between 1973 and […] | publish | Uncategorized | open | open | pr-183-528-r01-the-propagation-pressure-of-offshore-pipelines-a-review-of-experimental-results | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-183-528-r01-the-propagation-pressure-of-offshore-pipelines-a-review-of-experimental-results/ | 0 | 0 | raw | default | 975 | Legacy | |||||||
| 25/04/2018 | 3285 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this work was to quantify re-rounding effects on mechanically damaged pipelines. This was done to determine if curvature suffices to identify where the effects of re-rounding are localized. It also was done to establish a framework that could be calibrated through subsequent analysis as an input to guidelines for damage severity assessment. Recognizing the expanding role of ILI and related in-the-ditch evaluation tools to help size and characterize damage, brief consideration was also given to ongoing work within the PRCI Nondestructive Evaluation (NDE) Program. This was done regarding the use of such technologies to assess metallurgical changes in the damaged zone and their integration into model development and sensitivity analysis. Key conclusions for the analysis completed for this project and its validation by comparison to full-scale data include: - Re-rounding can cause significant nonlinear effects in otherwise simple pressure cycling, due in part to localized strain hardening and localized kink formation when it occurs within dents and/or gouges; - Metal-loss due to gouging can be simply idealized without jeopardizing the utility of analysis of the effects of re-rounding, as shown by three validation cases benchmarked against full-scale test-ing; - Re-rounding showed a first-order dependence on pipe geometry and pressure; and - Curvature change appears adequate to quantify re-rounding, but is inadequate to quantify local damage severity in a Level 1 damage screening tool: this also requires consideration of membrane strain (stress) and wall thinning where it is evident. The dependence of re-rounding on pipe geometry and pressure should be broadly quantified, with analyses to trend the role of membrane stress included to build the basis for an ILI-based model to screen damage severity. | PR-185-133739-R01 Quantifying Re-Rounding in Pipeline Damage Severity Models | The objective of this work was to quantify re-rounding effects on mechanically damaged pipelines. This was done to determine if curvature suffices to identify where the effects of re-rounding are […] | publish | Uncategorized | open | open | pr-185-133739-r01-quantifying-re-rounding-in-pipeline-damage-severity-models | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-185-133739-r01-quantifying-re-rounding-in-pipeline-damage-severity-models/ | 0 | 0 | raw | default | 250 | Integrity & Inspection | |||||||
| 20/07/2017 | 3286 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project assessed the modeling error of current Level 1 corrosion criteria of ASME B31G and Modified B31G by quantifying the role of the shape factor (SF) and the bulging factor (BF) as causes for large scatter of failure predictions. The goal was to minimize the error and to reduce the conservatism in those corrosion assessment models and potentially reduce unwarranted maintenance efforts without increasing operator risk. Extensive elastic-plastic finite element analyses (FEA) were performed on corroded pipes in three-dimensional conditions for a wide range of corrosion defect shapes and sizes, pipe geometries, grades, and material properties. The FEA results were trended as the basis to reformulate a new corrosion criterion. | PR-185-143600-R01 Assessment of Corrosion Model Error for Metal-loss Defects in Pipelines | This project assessed the modeling error of current Level 1 corrosion criteria of ASME B31G and Modified B31G by quantifying the role of the shape factor (SF) and the bulging […] | publish | Uncategorized | open | open | pr-185-143600-r01-assessment-of-corrosion-model-error-for-metal-loss-defects-in-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-185-143600-r01-assessment-of-corrosion-model-error-for-metal-loss-defects-in-pipelines/ | 0 | 0 | raw | default | 225 | Corrosion | |||||||
| 21/08/2018 | 3287 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project focused on quantifying the reference stress to be used in predictive models for assessing the effects of metal loss on pipeline integrity. The results of this project will work in concert with the outcomes of project EC-2-7 that examined sources of scatter in metal-loss predictions with respect to the metal-loss defect geometry. The methodology for developing a new reference stress included empirical and finite element analyses along with comparison of full-scale experimental results that indicate the failure behavior of defect-free pipe has dependence on the strain hardening rate, n, of the pipe steel. Since the strain hardening rate is often unreported in qualification test records and mill certification reports, the development of a new reference stress will seek to include the utilization of the ratio of yield-to-tensile strength (Y/T) as a surrogate for n. This approach ideally would be insensitive to pipe grade, and thus, allow broad application of the reference stress without increasing scatter or bias across grade levels. This work also compared the resulting metal-loss criterion with the new reference stress relative to the B31G and Modified B31G models using a dataset of approximately 75 full-scale burst test results for test vessels containing isolated defects. This comparison was performed by C-FER Technologies under sub-contract to EWI and quantified the prediction bias and prediction variability of the new criterion relative to those widely in use. | PR-185-173600-R01 Reference Stress for Metal-loss Assessment of Pipelines | This project focused on quantifying the reference stress to be used in predictive models for assessing the effects of metal loss on pipeline integrity. The results of this project will […] | publish | Uncategorized | open | open | pr-185-173600-r01-reference-stress-for-metal-loss-assessment-of-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-185-173600-r01-reference-stress-for-metal-loss-assessment-of-pipelines/ | 0 | 0 | raw | default | 300 | Corrosion | |||||||
| 04/02/2020 | 3288 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This two-year project has evaluated the applicability of B31G and Modified B31G corrosion assessment criteria for applications to low-hardening pipe steels, whereas these criteria were originally developed and calibrated for high-hardening steels common in lower strength grades and in older steel production. This project builds upon work completed in EC-2-6 and EC-2-7 by trending changes in pipe properties over time, and by quantifying the role of the flow response, including the influence of strain hardening on failure response and predicted failure pressure for metal loss defects in pipelines. This report presents the outcomes of this two-year project in regard to the need for corrections for these criteria, and where required considers suggested corrections to ensure the usual margin of safety afforded by these criteria. | PR185-173611-R01 Applicability of Existing Metal-Loss Criteria to Low-Hardening Steels | This two-year project has evaluated the applicability of B31G and Modified B31G corrosion assessment criteria for applications to low-hardening pipe steels, whereas these criteria were originally developed and calibrated for […] | publish | Uncategorized | open | open | pr185-173611-r01-applicability-of-existing-metal-loss-criteria-to-low-hardening-steels | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr185-173611-r01-applicability-of-existing-metal-loss-criteria-to-low-hardening-steels/ | 0 | 0 | raw | default | 50 | Corrosion | |||||||
| 12/10/2005 | 3289 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objectives of the research were to: (1) Define laboratory test parameters and select equipment that can consistently produce MIC initiation, (2) Establish clear protocols for conducting the testing and performing analysis of the colonized/ corroded surfaces, (3) Communicate these protocols in a straightforward manner, (4) Establish test control standards for biotic and abiotic coupon exposure results under various flow regimes, (5) Investigate precursors to cell attachment on steel surfaces for the test conditions specified, and (6) Correlate lab test coupons with corrosion observed on coupons from actual pipeline environments. The results of this research clearly showed that in an anaerobic, non-corrosive environment, the microscopic characteristics of biotic pit initiation were discernible and repeatable. From a very simple electrochemical viewpoint, and ignoring any metabolic contributors from the bacteria themselves, microscopic anodic sites were fixed by the presence of both single cells and groups of cells. Also, after relatively short times singular biotic pit sites enlarged and merged to form larger pits. Evidence from applying comprehensive coupon analysis technology in actual pipeline environments supports the conclusion that using biotic micro-pit initiation as an indicator for MIC can improve system integrity and reduce reactive costs. | PR-186-04301-R01 Development of a Bench Test Method for Microbiologically Influenced Corrosion (MIC) | The objectives of the research were to: (1) Define laboratory test parameters and select equipment that can consistently produce MIC initiation, (2) Establish clear protocols for conducting the testing and […] | publish | Uncategorized | open | open | pr-186-04301-r01-development-of-a-bench-test-method-for-microbiologically-influenced-corrosion-mic | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-04301-r01-development-of-a-bench-test-method-for-microbiologically-influenced-corrosion-mic/ | 0 | 0 | raw | default | 500 | Legacy | |||||||
| 18/08/2009 | 3290 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Local areas of deformation (wrinkles and dents) have been recognized as one of the leading causes of failures in both gas and liquid pipelines.This research had four objectives: (1) update the industry survey of GRI Project 8756 on SCC at deformations, (2) demonstrate that a crack mouth monitoring technique can be used on full-scale pipe samples with dents to study the mechanical component of near-neutral-pH stress corrosion growth, (3) evaluate the effect of dents on the SCC crack growth rate (CGR), as compared with pipe base metal, and (4) investigate whether hydrotesting can be used as an effective means of mitigation of SCC at dents, i.e., slow down the CGR. | PR-186-063516-R01 Stress Corrosion Cracking in Areas of Local Deformation | Local areas of deformation (wrinkles and dents) have been recognized as one of the leading causes of failures in both gas and liquid pipelines.This research had four objectives: (1) update […] | publish | Uncategorized | open | open | pr-186-063516-r01-stress-corrosion-cracking-in-areas-of-local-deformation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-063516-r01-stress-corrosion-cracking-in-areas-of-local-deformation/ | 0 | 0 | raw | default | 200 | Corrosion | |||||||
| 10/09/2010 | 3291 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Corrosion protection of installed transmission pipelines is mainly achieved by isolating the pipeline from the environment through the use of applied coatings. In areas where coating damage (e.g., holidays) exist, cathodic protection (CP), often by impressed current, is used to protect any bare areas. The amount of current output required for CP tends to increase as the damaged area (e.g. holidays, cracks) progresses over time. Although CP is necessary to protect any bare areas, it can also enhance coating disbondment. Likewise, the extent of cathodic disbondment (CD) could increase as the current from the rectifier is augmented to compensate for the extended damage. In the United Stated approximately 50 % of the transmission pipelines are coated with coal tar enamel (CTE), many of which have been in service for more than 50 years. The extent of the coating damage (in the form of holidays, open disbondments, cracks and tears) requires incremental increases in CP levels to be applied over time. The objective of this work was to investigate the effect of CP levels on the growth of CD of CTE coated pipes. The CD extent at under protected CP levels was investigated as well. Additionally, the effect of surface contaminant (chloride) on CD of the CTE coated pipes was evaluated. | PR-186-073502-R01 Large-Scale Cathodic Disbondment Testing for Coal Tar Enamel(CTE) | Corrosion protection of installed transmission pipelines is mainly achieved by isolating the pipeline from the environment through the use of applied coatings. In areas where coating damage (e.g., holidays) exist, […] | publish | Uncategorized | open | open | pr-186-073502-r01-large-scale-cathodic-disbondment-testing-for-coal-tar-enamelcte | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-073502-r01-large-scale-cathodic-disbondment-testing-for-coal-tar-enamelcte/ | 0 | 0 | raw | default | 100 | Corrosion | |||||||
| 24/06/2010 | 3292 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The potential exists for stress corrosion cracking (SCC) of carbon steel pipelines transporting fuel grade ethanol (FGE) and FGE- gasoline blends. The objectives of SCC 4-4 were to: 1. Develop data necessary to make engineering assessments of the feasibility of transporting FGE and FGE blends in existing pipelines, 2. Identify ethanol blends that can be transported in existing pipelines without significant modification of the system and operations (Case 1); blends that require significant modifications (Case 2) and blends that cannot be transported in existing pipelines, but could be moved in specially designed systems (Case 3), and 3. Characterize the time to initiation of SCC in a range of potent ethanol environments and identify safe operating and or batching practices that prevent the initiation and growth of SCC. The results of the research (Phase 1 and Phase 2) demonstrated that: 1. Pipelines made of common line pipe steels (e.g., Grade B and X-42 to X-60) are likely to be susceptible to ethanol SCC and any differences in susceptibility are probably not relevant from an integrity perspective. 2. While differences in susceptibility were noted for some weld types, in general, the base metal, heat affected zone, and weld metal were all susceptible to SCC in SFGE. 3. For sharp cracks, SCC initiation times are short once the line pipe steel is exposed to FGE or FGE blends capable of promoting SCC. 4. Once cracks initiate, crack growth rates are high in comparison with other forms of pipeline SCC. 5. Batching does not appear to be a viable method for SCC mitigation. 6. The only blends that can be safely transported in existing pipelines without significant modification of the system or operations (Case 1) are those containing less than 15% ethanol. 7. All other blends require significant modifications of the system or operations (Case 2), or specially designed systems (Case 3). 8. Case 2 could include deaeration of the SFGE, or the addition of inhibitors. 9. Case 3 is the subject of ongoing research (SCC 4-5). | PR-186-073503-R02 Requirements for Existing Pipeline Tank and Terminal Systems to Transport Ethanol | The potential exists for stress corrosion cracking (SCC) of carbon steel pipelines transporting fuel grade ethanol (FGE) and FGE- gasoline blends. The objectives of SCC 4-4 were to: 1. Develop […] | publish | Uncategorized | open | open | pr-186-073503-r02-requirements-for-existing-pipeline-tank-and-terminal-systems-to-transport-ethanol | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-073503-r02-requirements-for-existing-pipeline-tank-and-terminal-systems-to-transport-ethanol/ | 0 | 0 | raw | default | 100 | Corrosion | |||||||
| 16/02/2011 | 3293 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The potential exists for stress corrosion cracking (SCC) of carbon steel pipelines transporting fuel grade ethanol (FGE) and FGE- gasoline blends. The objective of SCC 4-3 Phase 2 was determine if inhibitors are effective in preventing SCC growth under more realistic field conditions than those found in the slow strain rate (SSR) tests performed previously. The results of the research demonstrated that: 1. Un-notched SSR test results generally correlated well with the results of the crack growth tests using precracked CT specimens, although the latter test technique was somewhat more aggressive. 2. The notched SSR test technique was so aggressive that it was not useful for screening SCC inhibitors. 3. E-50, prepared with a simulated FGE was consistently more potent as a cracking agent than SFGE. 4. Some commercial inhibitors were effective in inhibiting ethanol SCC under many of the test conditions. 5. The commercial inhibitors, in general, were less effective in E-50 than in SFGE. 6. Ammonium hydroxide, at a relatively low concentration, was by far the most effective inhibitor evaluated. 7. For one commercial inhibitor, a higher concentration was needed to inhibit SCC in one lot of corn based FGE than in SFGE. 8. Water inhibited, but did not completely arrest, SCC in the crack growth tests in SFGE. 9. Sustained crack growth was observed in SFGE in which no chloride was added. 10. Evidence of loss of inhibition, at low concentrations, was observed in an inhibition scheme for batching of FGE with gasoline in which a high initial dose, followed by a low maintenance dose was used. | PR-186-073508-R01 Environmental and Stress Factors that Produce SCC in Existing Ethanol Facilities | The potential exists for stress corrosion cracking (SCC) of carbon steel pipelines transporting fuel grade ethanol (FGE) and FGE- gasoline blends. The objective of SCC 4-3 Phase 2 was determine […] | publish | Uncategorized | open | open | pr-186-073508-r01-environmental-and-stress-factors-that-produce-scc-in-existing-ethanol-facilities | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-186-073508-r01-environmental-and-stress-factors-that-produce-scc-in-existing-ethanol-facilities/ | 0 | 0 | raw | default | 100 | Corrosion | |||||||
| 01/10/1983 | 3254 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The available database on NO emissions from large-bore, gas-fueled internal combustion engines were evaluated. Based on these data the expected performance of various NO control approaches amenable to retrofit on in-use engines was projected. | PR-157-153-R01 NOx Reduction for In-Use Engines | The available database on NO emissions from large-bore, gas-fueled internal combustion engines were evaluated. Based on these data the expected performance of various NO control approaches amenable to retrofit on […] | publish | Uncategorized | open | open | pr-157-153-r01-nox-reduction-for-in-use-engines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-157-153-r01-nox-reduction-for-in-use-engines/ | 0 | 0 | raw | default | 1.275 | Legacy | |||||||
| 01/06/1999 | 3255 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Describes the development and evaluation of a prototype instrument to measure fracture toughness properties on installed pipelines. | PR-15-9720-R01 Portable Toughness Tester for Field Use | Describes the development and evaluation of a prototype instrument to measure fracture toughness properties on installed pipelines. | publish | Uncategorized | open | open | pr-15-9720-r01-portable-toughness-tester-for-field-use | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-15-9720-r01-portable-toughness-tester-for-field-use/ | 0 | 0 | raw | default | 7.850 | Legacy | |||||||
| 01/01/1962 | 3256 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Evaluates the effects of orifice flow measurement errors in the presence of pulsating flows, specifically square root error. The work includes the development of an extended error theory, a series of tests was conducted at Southwest Research Institute to test the adequacy of this theory. | PR-15-NQ15-R01 Investigation on the Response of Orifice Meters to Pulsating Compressible Flow | Evaluates the effects of orifice flow measurement errors in the presence of pulsating flows, specifically square root error. The work includes the development of an extended error theory, a series […] | publish | Uncategorized | open | open | pr-15-nq15-r01-investigation-on-the-response-of-orifice-meters-to-pulsating-compressible-flow | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-15-nq15-r01-investigation-on-the-response-of-orifice-meters-to-pulsating-compressible-flow/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/01/1961 | 3257 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Describes the development and use of a tracer method to be used as a flow verification method. The method focused on cold air injection and hot wire detection, although some later work was done on infrared absorption techniques. Of specific interest in this document is how these techniques perform in the presence of pulsating flows. | PR-15-NQ15-R02 The Use of Short Run Tracer Detection Techniques for Pulsative Flow Measurement | Describes the development and use of a tracer method to be used as a flow verification method. The method focused on cold air injection and hot wire detection, although some […] | publish | Uncategorized | open | open | pr-15-nq15-r02-the-use-of-short-run-tracer-detection-techniques-for-pulsative-flow-measurement | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-15-nq15-r02-the-use-of-short-run-tracer-detection-techniques-for-pulsative-flow-measurement/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/11/1955 | 3258 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | An analysis of how secondary elements of orifice flow measurement (gage lines, valves, and recording devices) are affected by the presence of pulsating flow. | PR-15-NQ15-R03 Mathematical Analysis of the Response of the Secondary System of the Orifice Meter | An analysis of how secondary elements of orifice flow measurement (gage lines, valves, and recording devices) are affected by the presence of pulsating flow. | publish | Uncategorized | open | open | pr-15-nq15-r03-mathematical-analysis-of-the-response-of-the-secondary-system-of-the-orifice-meter | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-15-nq15-r03-mathematical-analysis-of-the-response-of-the-secondary-system-of-the-orifice-meter/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 08/03/2013 | 3259 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project was intended to implement a guided wave flaw sizing technique and to ascertain its applicability to a range of pipe and flaw sizes. The report summarizes the modeling and analysis of laser mapped real corrosion data and presents the results of the experimental work on the performance of the guided wave technique. | PR-164-093705-R01 Flaw Characterization Using Guided Waves | This project was intended to implement a guided wave flaw sizing technique and to ascertain its applicability to a range of pipe and flaw sizes. The report summarizes the modeling […] | publish | Uncategorized | open | open | pr-164-093705-r01-flaw-characterization-using-guided-waves | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-164-093705-r01-flaw-characterization-using-guided-waves/ | 0 | 0 | raw | default | 2.000 | Integrity & Inspection | |||||||
| 01/10/1966 | 3260 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Under this program, a prototype ring laser instrument was designed, constructed, and tested to measure the mass flow rate of natural gas under a variety of flow conditions. Mass flow tests, an investigation of the effects of pressure pulsation, and the ring laser's response to gas flow under these conditions were included in the test program. | PR-16-40-R01 Development of a Ring Laser Gas Flowmeter | Under this program, a prototype ring laser instrument was designed, constructed, and tested to measure the mass flow rate of natural gas under a variety of flow conditions. Mass flow […] | publish | Uncategorized | open | open | pr-16-40-r01-development-of-a-ring-laser-gas-flowmeter | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-16-40-r01-development-of-a-ring-laser-gas-flowmeter/ | 0 | 0 | raw | default | 2.595 | Legacy | |||||||
| 07/10/2014 | 3261 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | PRCI commissioned TWI to carry out a project for developing guidelines for qualification of CRA weld overlay pipes with a scope as specified in PRCI Project MATS-1-1 CRA Weld Overlay Pipes for Subsea Application. TWI completed phase 1 of this project during 2011-2013 and the results of these investigations were submitted to PRCI via report Catalogue No. PR-164-114512-R01. TWI carried out further investigation as Phase 2, addressing the criticalities of the manufacture and inspection of full length weld overlay pipes. This report describes the details of the manufacture of pipe samples, inspection, testing, and the results obtained. | PR-164-114512-R02 CRA Weld Overlay Pipes for Subsea Application Report on Phase 2 – Part 1 Investigations | PRCI commissioned TWI to carry out a project for developing guidelines for qualification of CRA weld overlay pipes with a scope as specified in PRCI Project MATS-1-1 CRA Weld Overlay […] | publish | Uncategorized | open | open | pr-164-114512-r02-cra-weld-overlay-pipes-for-subsea-application-report-on-phase-2-part-1-investigations | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-164-114512-r02-cra-weld-overlay-pipes-for-subsea-application-report-on-phase-2-part-1-investigations/ | 0 | 0 | raw | default | 900 | Subsea | |||||||
| 18/06/2014 | 3262 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Driven by a concern with regard to the reliability of currently supplied ERW/HFI seam welded line pipe PRCI wished to identify issues and ways of preventing problems from occurring during manufacture which could be incorporated in line pipe specifications. To this end, this report compiles and documents an understanding of the process and best practice in order to minimize delivery of poor quality ERW/HFI welded pipe to the field. This document includes a review of published literature, information derived from responses to the questionnaires as well as recommendations which were determined after reviewing all the information. | PR-164-124511-R01 Quality of ERW-HFI Pipe | Driven by a concern with regard to the reliability of currently supplied ERW/HFI seam welded line pipe PRCI wished to identify issues and ways of preventing problems from occurring during […] | publish | Uncategorized | open | open | pr-164-124511-r01-quality-of-erw-hfi-pipe | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-164-124511-r01-quality-of-erw-hfi-pipe/ | 0 | 0 | raw | default | 2.000 | Design, Materials & Construction | |||||||
| 01/02/1985 | 3263 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Surface and internal residual stress measurements have been made at pipeline girth welds deposited using standard field welding conditions. Four pipeline specimens of outside diameter 914mm and a wall thickness of 11 or 16 mm were used to investigate the effect of variations in preheat conditions, root pass electrode type, and pipe wall thickness. | PR-164-170-R01 Residual Stress Measurements at Pipeline Girth Welds | Surface and internal residual stress measurements have been made at pipeline girth welds deposited using standard field welding conditions. Four pipeline specimens of outside diameter 914mm and a wall thickness […] | publish | Uncategorized | open | open | pr-164-170-r01-residual-stress-measurements-at-pipeline-girth-welds | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-164-170-r01-residual-stress-measurements-at-pipeline-girth-welds/ | 0 | 0 | raw | default | 1.526 | Legacy | |||||||
| 27/04/2021 | 3264 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report summarizes the results of a series of deterministic and probabilistic fracture and fatigue calculations carried out in order to demonstrate that ProCW correctly implements probabilistic ECA, by comparing selected deterministic and probabilistic calculations, Show the effect of the choice of K-solution on the fatigue life and POF of pipes containing a circumferential flaw, Implement a two-stage probabilistic model of fatigue crack growth, in both air and marine environments. | PR164-205102-R01 Application of Probabilistic Fracture Mechanics to Engineering Critical Assessment | This report summarizes the results of a series of deterministic and probabilistic fracture and fatigue calculations carried out in order to demonstrate that ProCW correctly implements probabilistic ECA, by comparing […] | publish | Uncategorized | open | open | pr164-205102-r01-application-of-probabilistic-fracture-mechanics-to-engineering-critical-assessment | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr164-205102-r01-application-of-probabilistic-fracture-mechanics-to-engineering-critical-assessment/ | 0 | 0 | raw | default | 200 | Subsea | |||||||
| 01/09/1986 | 3265 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Describes the development of pulsed metal arc welding methods for pipeline welding. | PR-171-419-R01 Pulsed Gas Metal Arc Welding | Describes the development of pulsed metal arc welding methods for pipeline welding. | publish | Uncategorized | open | open | pr-171-419-r01-pulsed-gas-metal-arc-welding | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-171-419-r01-pulsed-gas-metal-arc-welding/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 02/06/2014 | 3266 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Many pipelines utilize system chromatographs at delivery locations. The energy content of the gas delivered can have a significant time skew from the chromatograph. Therefore, the energy content of the gas at a delivery point may differ significantly from its associated system chromatograph. On lean burn engines with tight emission controls, changes in the energy content of the fuel gas can significantly alter the amount of air required to maintain emissions compliance. A reliable, low cost, and fast responding energy meter is desired for both scenarios described. Four Energy Meters are evaluated with six different gas compositions representative of gas compositions encountered on natural gas pipelines. The Energy Meter data is compared to a Micro GC to assess accuracy. After evaluation of the Energy Meters the same six gas compositions were operated in a CFR engine to measure methane number. The measured methane numbers are compared with methane numbers computed from energy meter data. | PR-179-12603-R03 Energy Meter Performance Assessment Phase 1 Amendment – Blinded | Many pipelines utilize system chromatographs at delivery locations. The energy content of the gas delivered can have a significant time skew from the chromatograph. Therefore, the energy content of the […] | publish | Uncategorized | open | open | pr-179-12603-r03-energy-meter-performance-assessment-phase-1-amendment-blinded | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-179-12603-r03-energy-meter-performance-assessment-phase-1-amendment-blinded/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 08/10/2014 | 3267 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A retrofit lube oil injection system is designed with the capability of injecting oil through two lube ports on each cylinder at any time during the engine cycle. The system is installed and tested on a Cooper-Bessemer GMV4 engine. Variations in number of skip cycles, average lube rate, and injection timing are evaluated. Lube oil carry-over is quantified using a dilution tunnel and a standard particulate matter gravimetric measurement technique. Cylinder wall lubrication is quantified using a custom designed fixture that is inserted into the fuel valve port between data points when the engine is shut down. The best lube oil carry-over results for nominal lube rate are obtained by injecting every fourth cycle and injection timing roughly corresponding to the time the piston rings pass the lube ports during expansion. | PR-179-13201-R01 Cylinder Wall Lubrication for Power Cylinder Timed Lube Oil Injection | A retrofit lube oil injection system is designed with the capability of injecting oil through two lube ports on each cylinder at any time during the engine cycle. The system […] | publish | Uncategorized | open | open | pr-179-13201-r01-cylinder-wall-lubrication-for-power-cylinder-timed-lube-oil-injection | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-179-13201-r01-cylinder-wall-lubrication-for-power-cylinder-timed-lube-oil-injection/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 10/06/2014 | 3268 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Emissions compliance of stationary engines can be successful with the application of a non-selective catalytic reduction (NSCR) after treatment system. To accomplish this, the equivalence ratio (?) must be precisely controlled within a narrow range near stoichiometric conditions. The ability for Air Fuel Ratio (AFR) control systems to maintain the engine equivalence ratio in the required narrow operating range long term under field conditions has not been established. This project builds upon prior work at the Colorado State University (CSU) Engines and Energy Conversion Laboratory (EECL) to develop a NOx sensor minimization control algorithm utilizing an AFR controller manufactured by Continental Controls Corporation. Testing was performed on a Waukesha VGF-series L36GSI engine utilized for power generation. | PR-179-13202-R01 Field Evaluation of a Continental Controls Corp. NSCR NOx Sensor Control System | Emissions compliance of stationary engines can be successful with the application of a non-selective catalytic reduction (NSCR) after treatment system. To accomplish this, the equivalence ratio (?) must be precisely […] | publish | Uncategorized | open | open | pr-179-13202-r01-field-evaluation-of-a-continental-controls-corp-nscr-nox-sensor-control-system | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-179-13202-r01-field-evaluation-of-a-continental-controls-corp-nscr-nox-sensor-control-system/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 16/08/2014 | 3269 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Performance of current NOx sensors is problematic, in particular drift and cross-sensitivity to other species. Many lean burn engines are operated based on earlier calibrations. Operators must allow for drift and use large margins to meet emissions. Laser sensors (based on absorption at target wavelengths) are self-calibrating and immune to interferences. In particular, recently developed Quantum Cascade Lasers (QCLs) allow measurements at mid-infrared (MIR) wavelengths thereby allowing stronger signals, better schemes to mitigate interferences, and fast time response. This project evaluated a commercial QCL-based NOx (NO, NO2) and CO sensor for use in gas engine applications. The project also developed and performed bench top testing of a custom sensor which uses a “pitch and catch†design. | PR-179-13203-R01 Real Time Laser Sensor for Nitrogen Oxides and Carbon Monoxide | Performance of current NOx sensors is problematic, in particular drift and cross-sensitivity to other species. Many lean burn engines are operated based on earlier calibrations. Operators must allow for drift […] | publish | Uncategorized | open | open | pr-179-13203-r01-real-time-laser-sensor-for-nitrogen-oxides-and-carbon-monoxide | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-179-13203-r01-real-time-laser-sensor-for-nitrogen-oxides-and-carbon-monoxide/ | 0 | 0 | raw | default | 1.000 | Compressor & Pump Station | |||||||
| 02/10/2015 | 3270 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This study examines the degradation of an exhaust oxidation catalyst on a Cooper-Bessemer GMVH 12C2 gas engine. Critical parameters were determined, such as light-off temperature and reduction efficiency at 450 and 600?F. The catalyst surface was analyzed to examine the location and rate of poison deposition. Catalyst life was examined based on NESHAP guidelines. Catalyst life is strongly dependent on catalyst temperature and space velocity. For similar industrial applications, if the engine unit particulars are known, site operators can use the information in this study to predict when the oxidation catalyst will need to be either replaced or regenerated (washed). | PR-179-13205-R01 Field Evaluation of Oxidation Catalyst Degradation – 2-Stroke Lean-Burn NG Engine | This study examines the degradation of an exhaust oxidation catalyst on a Cooper-Bessemer GMVH 12C2 gas engine. Critical parameters were determined, such as light-off temperature and reduction efficiency at 450 […] | publish | Uncategorized | open | open | pr-179-13205-r01-field-evaluation-of-oxidation-catalyst-degradation-2-stroke-lean-burn-ng-engine | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-179-13205-r01-field-evaluation-of-oxidation-catalyst-degradation-2-stroke-lean-burn-ng-engine/ | 0 | 0 | raw | default | 750 | Compressor & Pump Station | |||||||
| 09/05/2019 | 3271 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Oxidation catalysts are often utilized to reduce carbon monoxide, formaldehyde, and volatile organic compounds in order to meet emissions regulations for large bore natural gas engines. These catalysts degrade over time and need to be replaced or regenerated to maintain emissions compliance. This work evaluates the effectiveness of catalyst regeneration, or catalyst washing. The evaluation is performed by utilizing field and laboratory slip streams combined with catalyst module performance (reduction efficiency) measurements and catalyst material surface analysis to quantify catalyst poisons. | PR-179-16207-R01 Oxidation Catalyst Degradation on a 2-Stroke Lean-Burn NG Engine – Washing | Oxidation catalysts are often utilized to reduce carbon monoxide, formaldehyde, and volatile organic compounds in order to meet emissions regulations for large bore natural gas engines. These catalysts degrade over […] | publish | Uncategorized | open | open | pr-179-16207-r01-oxidation-catalyst-degradation-on-a-2-stroke-lean-burn-ng-engine-washing | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-179-16207-r01-oxidation-catalyst-degradation-on-a-2-stroke-lean-burn-ng-engine-washing/ | 0 | 0 | raw | default | 2.500 | Compressor & Pump Station | |||||||
| 11/02/2020 | 3272 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Volatile organic compounds (VOCs) are defined as non-methane, non-ethane hydrocarbons and have negative environmental effects, especially in the formation of ozone that creates smog. The combination of a gas chromatograph and a flame ionization detector can be implemented to quantify VOCs in engine exhaust following EPA Method 18/25A. The Fourier Transform Infrared Spectrometer can also be used to quantify VOCs in engine exhaust gas, following EPA Method 320. In this work testing and data analysis are performed with both measurement methods on multiple analyzers utilizing different engine types, conditions, and fuel quality. The accuracy of the measurement methods and data analysis approaches are compared and evaluated. | PR-179-18203-R01 Experimental Evaluation of Stack Testing Methods for Accurate VOC Measurement | Volatile organic compounds (VOCs) are defined as non-methane, non-ethane hydrocarbons and have negative environmental effects, especially in the formation of ozone that creates smog. The combination of a gas chromatograph […] | publish | Uncategorized | open | open | pr-179-18203-r01-experimental-evaluation-of-stack-testing-methods-for-accurate-voc-measurement | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-179-18203-r01-experimental-evaluation-of-stack-testing-methods-for-accurate-voc-measurement/ | 0 | 0 | raw | default | 1.000 | Compressor & Pump Station | |||||||
| 08/01/2021 | 3273 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Operating companies currently use several analyzers per location to monitor gas streams throughout their operations. By replacing multiple analyzers with a single analyzer capable of measuring multiple contaminants, both capital and operations and maintenance expenditures can be reduced. This work evaluates the measurement ranges, accuracy, and reliability of several commercially available online analyzers. Both contaminant (CO2, O2, H2S, and H2O) and non-contaminant (CH4, C2H6, etc.) species were measured within gas blends typical of the natural gas transportation industry. The results of this report are blinded as to meter manufacturers and models. | PR-179-19601-R01 Evaluation of On-line Analyzers for Measurement of Multiple Gas Contaminants – Blinded | Operating companies currently use several analyzers per location to monitor gas streams throughout their operations. By replacing multiple analyzers with a single analyzer capable of measuring multiple contaminants, both capital […] | publish | Uncategorized | open | open | pr-179-19601-r01-evaluation-of-on-line-analyzers-for-measurement-of-multiple-gas-contaminants-blinded | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-179-19601-r01-evaluation-of-on-line-analyzers-for-measurement-of-multiple-gas-contaminants-blinded/ | 0 | 0 | raw | default | 4.700 | Measurement | |||||||
| 31/07/1994 | 3234 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Field experiments to identify locations of disbondment of various types of pipeline coatings using multiple methods. | PR-125-9319-R01 Identifying and Locating Disbonds – Field Work on In-Service Gas Pipelines | Field experiments to identify locations of disbondment of various types of pipeline coatings using multiple methods. | publish | Uncategorized | open | open | pr-125-9319-r01-identifying-and-locating-disbonds-field-work-on-in-service-gas-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-125-9319-r01-identifying-and-locating-disbonds-field-work-on-in-service-gas-pipelines/ | 0 | 0 | raw | default | 150 | Legacy | |||||||
| 30/06/1994 | 3235 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Demonstrates the concept of using surface or subsurface potential surveys to assess the effectiveness of cathodic protection of coated pipelines. Two electrical analogs have been developed to simulate bot discrete and parallel ribbon sacrificial anode cathodic protection systems; the performance of which is compared to field data. | PR-12-9314-R01 Polarization where Coated Pipelines are Protected by Sacrificial Anodes | Demonstrates the concept of using surface or subsurface potential surveys to assess the effectiveness of cathodic protection of coated pipelines. Two electrical analogs have been developed to simulate bot discrete […] | publish | Uncategorized | open | open | pr-12-9314-r01-polarization-where-coated-pipelines-are-protected-by-sacrificial-anodes | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-12-9314-r01-polarization-where-coated-pipelines-are-protected-by-sacrificial-anodes/ | 0 | 0 | raw | default | 875 | Legacy | |||||||
| 03/12/1986 | 3236 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document describes a test method for the degree of reaction of fusion-bonded epoxy coatings by direct-current resistivity. This method covers the determination of a transition temperature of cured fusion-bonded epoxy coatings by measurement of the changes in direct-current resistivity of the coating with temperature. Comparison of this temperature with the degree of reaction for that coating material as determined by differential scanning calorimetry will allow the estimation of the degree of reaction of the coating sample being tested. | PR-138-162-R02 Degree of Reaction of Fusion-Bonded Epoxy Coatings | This document describes a test method for the degree of reaction of fusion-bonded epoxy coatings by direct-current resistivity. This method covers the determination of a transition temperature of cured fusion-bonded […] | publish | Uncategorized | open | open | pr-138-162-r02-degree-of-reaction-of-fusion-bonded-epoxy-coatings | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-138-162-r02-degree-of-reaction-of-fusion-bonded-epoxy-coatings/ | 0 | 0 | raw | default | 495 | Corrosion | |||||||
| 03/12/1986 | 3237 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The coating porosity as a function of the relative specific gravity and density of plastic coatings is determined readily by float sink criteria in aqueous salt solutions of known densities. The porosity (void content) of plastic coatings is calculated readily from the experimentally found density and the maximum density supplied by the powder manufacturer. This test method may involve hazardous operations and equipment. This test method does not purport to address all of the safety problems associated with its use. It is the responsibility of whoever uses this test method to consult and establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. | PR-138-162-R03 Porosity of Fusion-Bonded Epoxy Coating by Flotation | The coating porosity as a function of the relative specific gravity and density of plastic coatings is determined readily by float sink criteria in aqueous salt solutions of known densities. […] | publish | Uncategorized | open | open | pr-138-162-r03-porosity-of-fusion-bonded-epoxy-coating-by-flotation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-138-162-r03-porosity-of-fusion-bonded-epoxy-coating-by-flotation/ | 0 | 0 | raw | default | 178 | Legacy | |||||||
| 03/12/1986 | 3238 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document describes a sampling method for the removal of intact fusion-bonded epoxy coating samples from the pipe. | PR-138-162-R04 Removal of Intact Fusion-Bonded Epoxy Coating Samples from Pipe | This document describes a sampling method for the removal of intact fusion-bonded epoxy coating samples from the pipe. | publish | Uncategorized | open | open | pr-138-162-r04-removal-of-intact-fusion-bonded-epoxy-coating-samples-from-pipe | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-138-162-r04-removal-of-intact-fusion-bonded-epoxy-coating-samples-from-pipe/ | 0 | 0 | raw | default | 145 | Corrosion | |||||||
| 03/12/1986 | 3239 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Describes a test method for establishing the adhesive bond strength of mill applied fusion bond epoxy coatings. | PR-138-162-R05 Test Method for Adhesive Bond Strength of Fusion-Bonded Epoxy Coatings on Pipe | Describes a test method for establishing the adhesive bond strength of mill applied fusion bond epoxy coatings. | publish | Uncategorized | open | open | pr-138-162-r05-test-method-for-adhesive-bond-strength-of-fusion-bonded-epoxy-coatings-on-pipe | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-138-162-r05-test-method-for-adhesive-bond-strength-of-fusion-bonded-epoxy-coatings-on-pipe/ | 0 | 0 | raw | default | 250 | Legacy | |||||||
| 02/02/1995 | 3240 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document contains instructions for the sampling of steel pipe surfaces for contaminant ions using electrolytic limpet cell extraction or direct contact extraction with chromatographic papers, and analytical test methods for chloride, sulfate, nitrate/nitrite, and ferrous iron ions. The electrolytic limpet cell sampling method is the preferred technique for the recovery of ion contaminants from all pipe surfaces. Contact paper sampling may be used when operating conditions make the use of electrolytic limpet cell sampling impractical or inconvenient. Examples of sampling and analysis data forms to facilitate record keeping are located at the end of the manual. | PR-138-907-R01 Test Kit Manual Field Sampling and Analysis of Contaminant Ions on Pipe Surfaces | This document contains instructions for the sampling of steel pipe surfaces for contaminant ions using electrolytic limpet cell extraction or direct contact extraction with chromatographic papers, and analytical test methods […] | publish | Uncategorized | open | open | pr-138-907-r01-test-kit-manual-field-sampling-and-analysis-of-contaminant-ions-on-pipe-surfaces | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-138-907-r01-test-kit-manual-field-sampling-and-analysis-of-contaminant-ions-on-pipe-surfaces/ | 0 | 0 | raw | default | 145 | Corrosion | |||||||
| 26/01/1995 | 3241 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The sampling and analysis of ionic contaminants on pipe surfaces for the purpose of determining any potential interaction issues with fusion-bonded epoxy coatings. | PR-138-9311-R01 System for In-Plant Sampling and Analysis of Chemical Contaminants on Steel Pipe Surfaces | The sampling and analysis of ionic contaminants on pipe surfaces for the purpose of determining any potential interaction issues with fusion-bonded epoxy coatings. | publish | Uncategorized | open | open | pr-138-9311-r01-system-for-in-plant-sampling-and-analysis-of-chemical-contaminants-on-steel-pipe-surfaces | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-138-9311-r01-system-for-in-plant-sampling-and-analysis-of-chemical-contaminants-on-steel-pipe-surfaces/ | 0 | 0 | raw | default | 275 | Corrosion | |||||||
| 01/11/1985 | 3242 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Development of ultrasonic examination techniques for girth weld verification. | PR-140-178-R01 Ultrasonic Detection of Girth Weld Defects in Shielded Metal Arc Welds | Development of ultrasonic examination techniques for girth weld verification. | publish | Uncategorized | open | open | pr-140-178-r01-ultrasonic-detection-of-girth-weld-defects-in-shielded-metal-arc-welds | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-140-178-r01-ultrasonic-detection-of-girth-weld-defects-in-shielded-metal-arc-welds/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/03/1989 | 3243 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The overall objectives of the research were: 1. To evaluate the residual stain distribution in pipeline girth welds, including the residual strain in the region of weld imperfections. 2. To observe the failure behavior of girth welds containing imperfections with known residual strain distributions. The project was carried out using two test welds produced in the pipe with wall thicknesses of approximately 11 mm (0.43") and 16 mm (0.63"). | PR-140-705-R01 Residual Stress at Weld Defects | The overall objectives of the research were: 1. To evaluate the residual stain distribution in pipeline girth welds, including the residual strain in the region of weld imperfections. 2. To […] | publish | Uncategorized | open | open | pr-140-705-r01-residual-stress-at-weld-defects | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-140-705-r01-residual-stress-at-weld-defects/ | 0 | 0 | raw | default | 1.525 | Legacy | |||||||
| 11/12/1979 | 3244 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Describes the sensor systems used to gather subsea boundary layer ocean current behavior. Includes the description of gathering two data sets: offshore California and Washington. | PR-145-88-Z01 Boundary Layer Measurement System | Describes the sensor systems used to gather subsea boundary layer ocean current behavior. Includes the description of gathering two data sets: offshore California and Washington. | publish | Uncategorized | open | open | pr-145-88-z01-boundary-layer-measurement-system | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-145-88-z01-boundary-layer-measurement-system/ | 0 | 0 | raw | default | 575 | Subsea | |||||||
| 01/09/1983 | 3245 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Utilized the AGA gas-liquid database to examine the behavior of some two-phase flow pressure gradient correlations. | PR-148-110-R04 Two-Phase Flow Pressure Gradient Correlations Using the Pipeline Data Bank | Utilized the AGA gas-liquid database to examine the behavior of some two-phase flow pressure gradient correlations. | publish | Uncategorized | open | open | pr-148-110-r04-two-phase-flow-pressure-gradient-correlations-using-the-pipeline-data-bank | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-148-110-r04-two-phase-flow-pressure-gradient-correlations-using-the-pipeline-data-bank/ | 0 | 0 | raw | default | 7.550 | Legacy | |||||||
| 01/07/1980 | 3246 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A principle result of this study has been the development of a highly compact and versatile data bank structure to capture two-phase flow data from large diameter pipelines. | PR-148-110-Z01 Gas-Liquid Flow in Large Diameter Pipelines | A principle result of this study has been the development of a highly compact and versatile data bank structure to capture two-phase flow data from large diameter pipelines. | publish | Uncategorized | open | open | pr-148-110-z01-gas-liquid-flow-in-large-diameter-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-148-110-z01-gas-liquid-flow-in-large-diameter-pipelines/ | 0 | 0 | raw | default | 5.500 | Legacy | |||||||
| 01/01/1983 | 3247 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Testing to determine the magnitude of the explosion pressures generated in a pipeline from the reaction of a natural gas-air mixture initially at ambient pressure. This project included the design and fabrication of the experimental apparatus, the performance of a limited number of model scale experiments, and the measurement of several explosion pressures in each test. | PR-15-160-R01 Explosion Pressures of Natural Gas-Air Mixtures | Testing to determine the magnitude of the explosion pressures generated in a pipeline from the reaction of a natural gas-air mixture initially at ambient pressure. This project included the design […] | publish | Uncategorized | open | open | pr-15-160-r01-explosion-pressures-of-natural-gas-air-mixtures | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-15-160-r01-explosion-pressures-of-natural-gas-air-mixtures/ | 0 | 0 | raw | default | 150 | Legacy | |||||||
| 31/05/1983 | 3248 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The development of an offshore pipeline stability model that includes combined wave and current interaction, moveable bed effects, stratification due to temperature and salinity, stratification due to suspended sediment, and planetary rotation. | PR-153-126-R01 Continental Shelf Bottom Boundary Layer Model Vol 1 – Theoretical Model Development | The development of an offshore pipeline stability model that includes combined wave and current interaction, moveable bed effects, stratification due to temperature and salinity, stratification due to suspended sediment, and […] | publish | Uncategorized | open | open | pr-153-126-r01-continental-shelf-bottom-boundary-layer-model-vol-1-theoretical-model-development | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-153-126-r01-continental-shelf-bottom-boundary-layer-model-vol-1-theoretical-model-development/ | 0 | 0 | raw | default | 15.000 | Subsea | |||||||
| 31/05/1983 | 3249 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | High-quality bottom boundary layer measurements from the CODE site are described. Bottom tripod velocity measurements and supporting data typical of everyday spring and summer conditions and during a winter storm are analyzed to obtain both velocity profiles and mean bottom stress and bottom roughness estimates. These values are compared to the AGA model developed in Volume I. The everyday measurements were taken during CODE-i at C3 (90 m) by Grant and Williams, WHOI; the winter storm data was taken prior to CODE at the R2 (80 m) site by Cacchione and Drake, USGS. | PR-153-126-R02 Continental Shelf Bottom Boundary Layer Model Vol II-Model-Data Comparison | High-quality bottom boundary layer measurements from the CODE site are described. Bottom tripod velocity measurements and supporting data typical of everyday spring and summer conditions and during a winter storm […] | publish | Uncategorized | open | open | pr-153-126-r02-continental-shelf-bottom-boundary-layer-model-vol-ii-model-data-comparison | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-153-126-r02-continental-shelf-bottom-boundary-layer-model-vol-ii-model-data-comparison/ | 0 | 0 | raw | default | 15.000 | Subsea | |||||||
| 16/11/1982 | 3250 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Models of a two-shaft gas turbine with an exhaust gas regenerator for use in detecting changes in engine performance. | PR-154-128-R01 Thermodynamic Model of Gas Turbines – Two Shaft Regenerative Engine | Models of a two-shaft gas turbine with an exhaust gas regenerator for use in detecting changes in engine performance. | publish | Uncategorized | open | open | pr-154-128-r01-thermodynamic-model-of-gas-turbines-two-shaft-regenerative-engine | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-154-128-r01-thermodynamic-model-of-gas-turbines-two-shaft-regenerative-engine/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 25/01/1963 | 3251 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The work effort included in this interim report involved the determination of the ignition system requirements to enable using air-fuel ratios sufficiently lean to produce less than 4 g/bhp-hr NO emissions and of the potential availability of such systems. Emphasis was placed on ignition systems which would not require any mechanical modifications to the engine. The effort in this project involved the following: · Collection and review of published literature · Obtaining information from ignition system manufacturers · Contacting gas engine manufacturers Requesting information from AGA member companies · Discussions with SwRI personnel · Contacting several other potential sources of information | PR-15-523-R01 High Energy Ignition Systems for Spark-Ignited Natural Gas Engines | The work effort included in this interim report involved the determination of the ignition system requirements to enable using air-fuel ratios sufficiently lean to produce less than 4 g/bhp-hr NO […] | publish | Uncategorized | open | open | pr-15-523-r01-high-energy-ignition-systems-for-spark-ignited-natural-gas-engines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-15-523-r01-high-energy-ignition-systems-for-spark-ignited-natural-gas-engines/ | 0 | 0 | raw | default | 250 | Legacy | |||||||
| 01/10/1982 | 3252 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Field testing and subsequent laboratory analyses to determine noncriteria pollutant emissions were conducted on seven gas transmission pipeline sources. The sources tested were a two-stroke turbocharged engine, a two-stroke "Clean Burn" engine, a four-stroke naturally aspirated engine, a gas turbine. a DEA gas purification plant tail gas, a sulfur recovery plant incinerated tail gas, and liquid condensate recovery tank purge vent gas. | PR-157-134-R03 Qualitative Analysis of Compressor Station Emissions other than Criteria Pollutants | Field testing and subsequent laboratory analyses to determine noncriteria pollutant emissions were conducted on seven gas transmission pipeline sources. The sources tested were a two-stroke turbocharged engine, a two-stroke “Clean […] | publish | Uncategorized | open | open | pr-157-134-r03-qualitative-analysis-of-compressor-station-emissions-other-than-criteria-pollutants | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-157-134-r03-qualitative-analysis-of-compressor-station-emissions-other-than-criteria-pollutants/ | 0 | 0 | raw | default | 52.250 | Legacy | |||||||
| 01/06/1988 | 3253 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report documents the development of a set of Guidelines for the use of subsurface safety valves in gas storage wells. The final version of the Guidelines is included in Appendix A at the end of the report. The Guidelines were formulated based on input from gas storage well operators and subsurface safety valve manufacturers. The Guidelines are a single source of information designed to assist the storage well operator in selecting, installing, operating, and maintaining subsurface safety valves in his wells. The information contained in the Guidelines should benefit both the first time user of subsurface safety valves and those with extensive experience with SSSV's. The Guidelines do require that the reader have some working knowledge of gas storage well completion practices. | PR-15-714-R02 Development of Guidelines for Subsurface Safety Valves in Gas Storage Wells | This report documents the development of a set of Guidelines for the use of subsurface safety valves in gas storage wells. The final version of the Guidelines is included in […] | publish | Uncategorized | open | open | pr-15-714-r02-development-of-guidelines-for-subsurface-safety-valves-in-gas-storage-wells | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-15-714-r02-development-of-guidelines-for-subsurface-safety-valves-in-gas-storage-wells/ | 0 | 0 | raw | default | 2.550 | Legacy | |||||||
| 03/08/2020 | 3214 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The influence of upstream pipe roughness on the performance of multipath ultrasonic flow meters was examined through a cursory literature review and an examination of experimental test data supplied by the natural gas industry. The results of these efforts were used to develop a recommendation for additional testing whereby the results of that testing can be combined with these results and potentially be used to support changes in the practices recommended by current industry standards. | PR-015-19603-R01 Practical Effects of Rough-Walled Pipe in Gas Metering Applications | The influence of upstream pipe roughness on the performance of multipath ultrasonic flow meters was examined through a cursory literature review and an examination of experimental test data supplied by […] | publish | Uncategorized | open | open | pr-015-19603-r01-practical-effects-of-rough-walled-pipe-in-gas-metering-applications | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-19603-r01-practical-effects-of-rough-walled-pipe-in-gas-metering-applications/ | 0 | 0 | raw | default | 96 | Measurement | |||||||
| 19/04/2023 | 3215 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project evaluated current end treatment designs that are used in the natural gas industry and used Computational Fluid Dynamics (CFD) to determine the end treatment with the best flow characteristics when installed upstream from an ultrasonic flow meter. The project team optimized the end treatment design and additional CFD and experimental testing was conducted. The experimental results of the developed end treatment were shown to provide results within ±0.25% relative to the baseline configuration with various inlet conditions and numbers of ultrasonic paths. | PR-015-19605-R01 Effect of Upstream Piping on Ultrasonic Meter Bias – End Treatment Effects | This project evaluated current end treatment designs that are used in the natural gas industry and used Computational Fluid Dynamics (CFD) to determine the end treatment with the best flow […] | publish | Uncategorized | open | open | pr-015-19605-r01-effect-of-upstream-piping-on-ultrasonic-meter-bias-end-treatment-effects | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-19605-r01-effect-of-upstream-piping-on-ultrasonic-meter-bias-end-treatment-effects/ | 0 | 0 | raw | default | 2.000 | Measurement | |||||||
| 24/02/2021 | 3216 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project provided a proof of concept for an in-situ verification method for ultrasonic flow meters in natural gas service. The tested method consisted of simultaneously injecting helium in a minimum of two locations upstream from an ultrasonic flow meter at a known distance apart. The results from this project showed the flow verification method was successful in determining the gas velocity through an ultrasonic flow meter to within ±5%. These results indicate that the tested in-situ verification method is not accurate enough to replace a laboratory flow calibration, but could be used as a field diagnostic tool. The accuracy of the results and the scatter in the data were correlated to the distance between the injection points. | PR-015-19606-R01 In-Situ Ultrasonic Gas Meter Flow Verification | This project provided a proof of concept for an in-situ verification method for ultrasonic flow meters in natural gas service. The tested method consisted of simultaneously injecting helium in a […] | publish | Uncategorized | open | open | pr-015-19606-r01-in-situ-ultrasonic-gas-meter-flow-verification | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-19606-r01-in-situ-ultrasonic-gas-meter-flow-verification/ | 0 | 0 | raw | default | 200 | Measurement | |||||||
| 21/03/2022 | 3217 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document details how to install and use the developed Machine Learning Framework and train it for a specific pipeline to help identify leaks. This version contains minor updates. | PR015-203900-M01 Machine Learning Framework Guidance Documentation for Pipeline Leak Detection | This document details how to install and use the developed Machine Learning Framework and train it for a specific pipeline to help identify leaks. This version contains minor updates. | publish | Uncategorized | open | open | pr015-203900-m01-machine-learning-framework-guidance-documentation-for-pipeline-leak-detection | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr015-203900-m01-machine-learning-framework-guidance-documentation-for-pipeline-leak-detection/ | 0 | 0 | raw | default | 100 | Surveillance, Operations & Monitoring | |||||||
| 24/02/2022 | 3218 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report documents the result of research conducted by Southwest Research Institute (SwRI®) for the Pipeline Research Council International (PRCI) into the development of a Machine Learning (ML) model for improving the detection of leaks in liquid-carrying pipelines. Operators were surveyed as to their use of CPM systems for leak detection. Several operators provided data to support the research. The data was collected, curated, and analyzed by SwRI. Several ML models were investigated. A framework was developed to allow operators to use their own data to generate ML models for their pipelines to improve leak detection. A guideline was provided to facilitate use of the framework by operators. This document has been updated based on PRCI QC, committee, and PHSMA comments. | PR-015-203900-R01 Reliability Detection and Accuracy of CPM Detection Systems Using Machine Learning | This report documents the result of research conducted by Southwest Research Institute (SwRI®) for the Pipeline Research Council International (PRCI) into the development of a Machine Learning (ML) model for […] | publish | Uncategorized | open | open | pr-015-203900-r01-reliability-detection-and-accuracy-of-cpm-detection-systems-using-machine-learning | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-203900-r01-reliability-detection-and-accuracy-of-cpm-detection-systems-using-machine-learning/ | 0 | 0 | raw | default | 100 | Surveillance, Operations & Monitoring | |||||||
| 18/09/2024 | 3219 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document describes the Machine Learning Framework Release Version 1.0.1 Delivered on 15 December2021. | PR015-203900-R03 Machine Learning Framework Release Version 1.01 | This document describes the Machine Learning Framework Release Version 1.0.1 Delivered on 15 December2021. | publish | Uncategorized | open | open | pr015-203900-r03-machine-learning-framework-release-version-1-01 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr015-203900-r03-machine-learning-framework-release-version-1-01/ | 0 | 0 | raw | default | 100 | Surveillance, Operations & Monitoring | |||||||
| 28/05/2021 | 3220 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | SICK FLOWSIC500 (FS500) ultrasonic flow meters were tested over a range of pressures and flow rates in piping configurations that are similar to those commonly used for rotary meters. This project extends the results previously reported in PR-015-17605-R01 to include meters for line sizes up to six inches. | PR-015-20600-R01 Flow Testing of FS500 Meters | SICK FLOWSIC500 (FS500) ultrasonic flow meters were tested over a range of pressures and flow rates in piping configurations that are similar to those commonly used for rotary meters. This […] | publish | Uncategorized | open | open | pr-015-20600-r01-flow-testing-of-fs500-meters | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-20600-r01-flow-testing-of-fs500-meters/ | 0 | 0 | raw | default | 500 | Measurement | |||||||
| 25/01/2021 | 3221 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The influence of upstream pipe roughness on the performance of multipath ultrasonic flow meters was examined through a set of experiments involving three different brands of ultrasonic flow meters. Tests were conducted with 16-inch meters with piping, having a wide variation in surface roughness values with and without a flow conditioner. These results, when combined with the earlier testing of 8-inch diameter meters, can be used to support changes in the practices currently recommended by industry standards. | PR-015-20606-R01 Practical Effects of Rough-Walled pipe in Gas Metering Applications | The influence of upstream pipe roughness on the performance of multipath ultrasonic flow meters was examined through a set of experiments involving three different brands of ultrasonic flow meters. Tests […] | publish | Uncategorized | open | open | pr-015-20606-r01-practical-effects-of-rough-walled-pipe-in-gas-metering-applications | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-20606-r01-practical-effects-of-rough-walled-pipe-in-gas-metering-applications/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 11/10/2022 | 3222 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This research effort focused on identifying equipment and processes that can be applied at compressor and pump stations to improve station operating efficiency, thereby reducing greenhouse gas (GHG) emissions. The project approach included a literature review and a PRCI member-company survey followed by evaluation and analysis and reporting tasks. | PR015-21208-R01 Improvements in Compressor and Pump Station Facility Efficiency | This research effort focused on identifying equipment and processes that can be applied at compressor and pump stations to improve station operating efficiency, thereby reducing greenhouse gas (GHG) emissions. The […] | publish | Uncategorized | open | open | pr015-21208-r01-improvements-in-compressor-and-pump-station-facility-efficiency | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr015-21208-r01-improvements-in-compressor-and-pump-station-facility-efficiency/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 03/10/2024 | 3223 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report presents a comprehensive literature review of plasma-based technologies with potential applications in reducing emissions from pump and compressor stations in oil and gas pipeline infrastructure. The study focuses on lean burn natural gas engines commonly used in these stations and explores various plasma technology integration options. It evaluates the effectiveness of these technologies in reducing key pollutants such as nitrogen oxides (NOx), carbon monoxide (CO), and unburned hydrocarbons. Furthermore, this report addresses the practical limitations and challenges associated with integrating plasma technologies into existing pump and compressor station engines. It considers factors such as power requirements, system integration complexity, costs, and technical maturity. The findings provide valuable insights for industry stakeholders, researchers, and policymakers involved in emissions reduction efforts in the oil and gas sector. By highlighting both the promising aspects and the hurdles of plasma-based technologies, this report aims to guide future research and development initiatives in this field. | PR015-23205-R01 Literature Review of Advances in Plasma Technology | This report presents a comprehensive literature review of plasma-based technologies with potential applications in reducing emissions from pump and compressor stations in oil and gas pipeline infrastructure. The study focuses […] | publish | Uncategorized | open | open | pr015-23205-r01-literature-review-of-advances-in-plasma-technology | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr015-23205-r01-literature-review-of-advances-in-plasma-technology/ | 0 | 0 | raw | default | 250 | Compressor & Pump Station | |||||||
| 20/11/2024 | 3224 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The Compressor & Pump Station Technical Committee of Pipeline Research Council International (PRCI) has identified a need to reduce fuel and energy consumption at centrifugal compressor stations by improving the operating efficiency of centrifugal compressors at off-design conditions. It is commonplace for centrifugal compressors to operate well away from their original design point (and best efficiency point); this is generally due to (1) compressor stations needing to operate over an increasingly wide range of conditions and (2) economics favoring the installation of 1 or 2 large compressors as opposed to multiple smaller units. The objective of this project was to identify effective and impactful modifications that can be applied at centrifugal compressor sta-tions to improve operating efficiency and reduce the fuel/energy consumption. Case studies were evaluated for select technologies using historical operator data to demonstrate the performance improvement potential. For the top performing case studies, the net present value and emissions reduction were evaluated using the PRCI CO2 Economic Analysis Tool. | PR015-23206-R01 Centrifugal Compressor Station Efficiency Optimization | The Compressor & Pump Station Technical Committee of Pipeline Research Council International (PRCI) has identified a need to reduce fuel and energy consumption at centrifugal compressor stations by improving the […] | publish | Uncategorized | open | open | pr015-23206-r01-centrifugal-compressor-station-efficiency-optimization | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr015-23206-r01-centrifugal-compressor-station-efficiency-optimization/ | 0 | 0 | raw | default | 250 | Compressor & Pump Station | |||||||
| 05/09/2025 | 3225 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project evaluated different options to remediate the effects of velocity profile disturbances on the performance of ultrasonic flow meters. The project focused on practical and cost-effective remediation approaches that could be applied to existing installations with a default AGA-9 meter run. In addition, this project explored the diagnostics from the flow meters to determine ways to proactively identify flow meters in the field that could benefit from the developed remediation techniques. | PR015-23603-R01 Remediation Options for Negative Installation Effects | This project evaluated different options to remediate the effects of velocity profile disturbances on the performance of ultrasonic flow meters. The project focused on practical and cost-effective remediation approaches that […] | publish | Uncategorized | open | open | pr015-23603-r01-remediation-options-for-negative-installation-effects | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr015-23603-r01-remediation-options-for-negative-installation-effects/ | 0 | 0 | raw | default | 3.000 | Measurement | |||||||
| 02/06/2026 | 3226 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Improving the detection and quantification of leaks on pipelines continues to be a priority for operators and regulators. A key tool leveraged by the pipeline industry is the use of computational pipeline monitoring (CPM) systems. These systems utilize various measurements along pipeline segments to detect anomalous conditions. One constraint of these systems is the availability of high-quality data from instrumentation along the pipeline. This project investigated the feasibility of increasing the performance of CPM systems by using sensors that can be retrofit to existing pipelines. The project approach is to determine the current industry need through a literature review and survey, generate a list of currently available sensors, and develop a testing protocol. The goal of this project is to provide PRCI member companies with an understanding of the sensors that are available, their measurement ranges and sensitivities, a broad understanding of the integration costs of the sensors, and a testing and validation protocol that will be used for a subsequent phase of this program. | PR015-23604-R01 Improving Leak Detection Technology Performance through Retrofittable Sensors | Improving the detection and quantification of leaks on pipelines continues to be a priority for operators and regulators. A key tool leveraged by the pipeline industry is the use of […] | publish | Uncategorized | open | open | pr015-23604-r01-improving-leak-detection-technology-performance-through-retrofittable-sensors | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr015-23604-r01-improving-leak-detection-technology-performance-through-retrofittable-sensors/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 10/12/2025 | 3227 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report aims to identify and evaluate technologies capable of detecting and quantifying "super-emitter" methane leaks, defined as emissions greater than 100 kg/hr. These large-scale leaks are a significant contributor to total methane emissions and a growing focus for regulatory compliance. The primary goal of this project was to determine which technologies are best suited for macro-scale detection and measurement in hydrocarbon transmission and storage settings, and to develop a draft protocol for future field validation. The study included a literature review to assess available technologies including drones, satellites, and large-area sensor arrays, and to examine existing test and validation frameworks. Market and operator surveys were distributed and analyzed to gather insights into current practices, technology readiness, and operational challenges in deploying existing methane leak detection technologies. Operator feedback played a key role in identifying gaps in both technology performance and validation protocols, guiding the development of a tailored evaluation framework for use in subsequent field testing. The result of this program is a detailed report outlining high-potential technologies, their operational limits, and key specifications, such as quantification range, localization capability, detection sensitivity, uncertainty, and commercial maturity. A draft testing and evaluation protocol is included to support future field validation under real-world conditions, with a rough order of magnitude cost representing the cost associated with evaluating the highest potential technologies identified in this program. This work provides PRCI members with actionable guidance to select appropriate technologies, plan field testing, and ultimately improve leak detection accuracy, regulatory compliance, and greenhouse gas mitigation efforts. | PR015-241500-R01 Assessment of Macro-Scale Gas Pipeline Leak Detection Technologies | This report aims to identify and evaluate technologies capable of detecting and quantifying “super-emitter” methane leaks, defined as emissions greater than 100 kg/hr. These large-scale leaks are a significant contributor […] | publish | Uncategorized | open | open | pr015-241500-r01-assessment-of-macro-scale-gas-pipeline-leak-detection-technologies | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr015-241500-r01-assessment-of-macro-scale-gas-pipeline-leak-detection-technologies/ | 0 | 0 | raw | default | 500 | Corrosion | |||||||
| 14/01/2025 | 3228 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report outlines the proposed roadmap projects across a variety of research topics from emissions to reliability to system monitoring of gas turbine-driven gas compressions stations. The background and the scope of work of each proposed project are presented. | PR015-242001-R01 Gas Turbine Driven Centrifugal Compressor Roadmap | This report outlines the proposed roadmap projects across a variety of research topics from emissions to reliability to system monitoring of gas turbine-driven gas compressions stations. The background and the […] | publish | Uncategorized | open | open | pr015-242001-r01-gas-turbine-driven-centrifugal-compressor-roadmap | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr015-242001-r01-gas-turbine-driven-centrifugal-compressor-roadmap/ | 0 | 0 | raw | default | 250 | Compressor & Pump Station | |||||||
| 19/03/2026 | 3229 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline operators are under increasing pressure to minimize methane emissions from pipeline blowdowns. The draft methane regulations from Environment and Climate Change Canada (ECCC) have required operators to minimize operational blowdowns. Both the US and Canada have also implemented carbon pricing on methane emissions. Historically, turbine driven centrifugal or multi-stage reciprocating mobile transfer compression packages have been used by operators to minimize methane emissions from pipeline blowdowns. However, they can only draw the pipeline pressure to approximately 200 psig. The remainder of the gas in the pipeline is then either vented to the atmosphere or flared. These leftover volumes can range between 0.5 to 15 MMSCF. For context, 15 MMSCF is equivalent to 8,000 tCO2e worth of emissions and $640k worth of carbon tax payment in Canada. While technically feasible solutions exist, the real barrier is economic. Current options for full mobile transfer compression or package combination that can evacuate large volumes (~40 MMSCF+) to near-zero pressure are limited and costly. To address this, project member companies were surveyed for recompression data during their day-to-day operations. This data was compiled and incorporated into the conceptual design of cost-effective packages aimed at maximizing value without compromising throughput. Major components in each package were selected, sized, and costed. A technoeconomic tool was developed to assist pipeline operators in assessing the technical and economic tradeoffs of each package. Each package was then evaluated using this tool to assess its competitiveness against existing commercial off-the-shelf (COTS) recompression units. Two versions of this tool (i.e., SI and English units) are included with this report and available for use under the terms of the PRCI spreadsheet end user license agreement. This document is intended to serve as a guideline that provides recommendations on engineering practices for natural gas pipeline recompression. It provides pipeline operators with a framework for assessing the technical and economic feasibility of using recompression units to draw down natural gas pipelines. These guidelines are primarily intended for midstream and downstream pipeline operators, including transmission pipeline operators, storage facility operators, and distribution pipeline operators. | PR015-242008-Z01 Recompression System Best Practice Guideline | Pipeline operators are under increasing pressure to minimize methane emissions from pipeline blowdowns. The draft methane regulations from Environment and Climate Change Canada (ECCC) have required operators to minimize operational […] | publish | Uncategorized | open | open | pr015-242008-z01-recompression-system-best-practice-guideline | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr015-242008-z01-recompression-system-best-practice-guideline/ | 0 | 0 | raw | default | 300 | Compressor & Pump Station | |||||||
| 18/12/2025 | 3230 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report explores the application and integration of computational pipeline monitoring (CPM) technology in gas transmission pipelines, a domain where its use is not yet widespread. The primary objectives of this research include assessing the current state-of-the-art in CPM technology for gas pipelines and identifying best practices for its implementation on previously unmonitored segments. CPM technologies use real-time SCADA data to detect anomalies indicative of leaks, with a focus on enhancing leak detection accuracy amidst challenges presented by gas compressibility and transient flow conditions. The project involved surveying pipeline operators and CPM vendors to gather insights on existing practices, instrumentation capabilities, and the applicability of various CPM models, such as real-time transient models (RTTMs) and statistical analysis techniques. Key areas of investigation included the operators' experience with CPM, instrumentation configurations, and the technological requirements for effective leak detection. By capturing and analyzing these data, the research aims to provide pipeline operators with actionable guidance for the adoption and optimization of CPM systems. The value of this research lies in its ability to inform and guide gas pipeline operators on enhancing safety and regulatory compliance through improved leak detection methods. CPM systems, when effectively implemented, can reduce the risk of undetected leaks, minimize false positives, and support overall pipeline integrity management. The findings and recommendations from this report are crucial for operators looking to navigate the complexities of integrating cutting-edge CPM technology into their existing infrastructure, ensuring safer and more efficient gas transmission operations. | PR015-243901-R01 Use of Computational Pipeline Monitoring for Gas Pipeline Leak Detection | This report explores the application and integration of computational pipeline monitoring (CPM) technology in gas transmission pipelines, a domain where its use is not yet widespread. The primary objectives of […] | publish | Uncategorized | open | open | pr015-243901-r01-use-of-computational-pipeline-monitoring-for-gas-pipeline-leak-detection | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr015-243901-r01-use-of-computational-pipeline-monitoring-for-gas-pipeline-leak-detection/ | 0 | 0 | raw | default | 100 | Corrosion | |||||||
| 10/06/2026 | 3231 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The safe and efficient transportation of liquid hydrocarbons is essential to the U.S. economy. Pipe-lines remain the most cost-effective and secure transportation option; however, undetected leaks can cause significant economic, environmental, and reputational harm. This project addresses the potential impact of undetected leaks by creating a literature review and technology assessments highlighting the advancements in external hydrocarbon leak detection technology achieved in the past two decades. The goal is to provide updated information on the capabilities of available external leak detection technologies and guidelines on methodologies that can be used to select an external leak detection technology for a field application. This document aims to help field operators incorporate this information into their selection process when selecting an appropriate external leak detection technology for their pipeline application. The document includes a full review on current literature, assessments on 12 external leak detec-tion technologies, a down selection guide, and summary of gaps in the current knowledgebase to help improve the operator technology selection process while reducing the risk of undetected leaks. | PR015-253911-R01 External Leak Detection Systems on Liquid Hydrocarbon Pipelines | The safe and efficient transportation of liquid hydrocarbons is essential to the U.S. economy. Pipe-lines remain the most cost-effective and secure transportation option; however, undetected leaks can cause significant economic, […] | publish | Uncategorized | open | open | pr015-253911-r01-external-leak-detection-systems-on-liquid-hydrocarbon-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr015-253911-r01-external-leak-detection-systems-on-liquid-hydrocarbon-pipelines/ | 0 | 0 | raw | default | 150 | Surveillance, Operations & Monitoring | |||||||
| 11/12/1964 | 3232 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Assesses the potential to utilize an analog model to evaluate and simulate pipeline hydraulic transients. Note that a more comprehensive version of this report is available to PRCI members at https://doi.org/10.55274/R0011405. | PR-04-1335-R01 Development of a Pipeline Transient Flow Analog | Assesses the potential to utilize an analog model to evaluate and simulate pipeline hydraulic transients. Note that a more comprehensive version of this report is available to PRCI members at […] | publish | Uncategorized | open | open | pr-04-1335-r01-development-of-a-pipeline-transient-flow-analog | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-04-1335-r01-development-of-a-pipeline-transient-flow-analog/ | 0 | 0 | raw | default | 500 | Legacy | |||||||
| 01/08/1987 | 3233 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report documents the work accomplished during the course of a three year period. The main objective of this study was to investigate the collapse of thick-walled tubes under combined axial tension and pressure. A combined analytic and experimental approach was adopted. The D/t range of interest was 10-40. A number of collapse tests were conducted using small diameter tubing. Careful measurements of geometrical and material parameters were carried out before each collapse test. Tension-pressure collapse envelopes were obtained for tubes of different D/t. Collapse tests involving different loading paths as well as initially ovalized tubes were carried out. Specimen of lower DIt values tested at very high tensile loads showed a lack of collapse failure within the load-displacement capability of the setup. | PR-106-521-R02 Pipe Collapse under Combined Axial Tension and External Pressure | This report documents the work accomplished during the course of a three year period. The main objective of this study was to investigate the collapse of thick-walled tubes under combined […] | publish | Uncategorized | open | open | pr-106-521-r02-pipe-collapse-under-combined-axial-tension-and-external-pressure | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-106-521-r02-pipe-collapse-under-combined-axial-tension-and-external-pressure/ | 0 | 0 | raw | default | 147 | Legacy | |||||||
| 02/01/2018 | 3194 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The NACE-recommended cathodic protection (CP) criteria include -850 mVCSE on- and off-potential criteria, and 100 mV polarization potential. These criteria are widely used on underground buried structures such as oil and gas transmission pipelines to mitigate the risk of external corrosion. The objective of this work was to establish the effectiveness of cathodic protection criteria using field data from operational pipelines for variety of soil conditions and coating types. The recommendations included conducting several high-quality CIS runs during the ILI intervals, measuring coating quality and soil resistivity values, eliminating misalignment between ILI and CIS data using reference coordinates, and accounting for external corrosion where the root cause corrosion mechanisms would not relate to the level of CP. | PR-015-133607-R01 Analyzing Active Corrosion in Inspection Data to Evaluate CP Criteria | The NACE-recommended cathodic protection (CP) criteria include -850 mVCSE on- and off-potential criteria, and 100 mV polarization potential. These criteria are widely used on underground buried structures such as oil […] | publish | Uncategorized | open | open | pr-015-133607-r01-analyzing-active-corrosion-in-inspection-data-to-evaluate-cp-criteria | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-133607-r01-analyzing-active-corrosion-in-inspection-data-to-evaluate-cp-criteria/ | 0 | 0 | raw | default | 275 | Corrosion | |||||||
| 24/10/2013 | 3195 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project explored the sources of flow-induced pulsations in natural gas meter stations and the detrimental effects the pulsations have on the measurement capabilities of three types of gas custody transfer meters: orifice meters, turbine meters, and ultrasonic meters. To supplement the PRCI-funded research on the effect of compressor pulsations on ultrasonic flow measurement, Southwest Research Institute (SwRI) has performed a study to identify best practices for meter station piping design that avoid generating or amplifying flow-induced pulsations. This study involved a literature review to identify features of meter station piping that (1) generate pulsations independently of compressors or (2) amplify pulsating flows entering station piping. Where possible, the study also worked to quantify the effect of flow-induced pulsations on meter accuracy. This information has been used to create best practices and methodologies for minimizing metering errors caused by pulsation. As a result of this research, various design techniques able to reduce or eliminate pulsations in meter station piping systems have been compiled. Mitigation practices specific to obstructions, flow restrictions, piping geometries, gaps, acoustically-induced pulsation, and flow-induced turbulence are discussed. Additionally, common methods of filtering high-frequency pulsations are discussed in detail. | PR-015-13603-R01 Meter Station Design Procedures to Minimize Pipe Flow-Induced Pulsation Error | This project explored the sources of flow-induced pulsations in natural gas meter stations and the detrimental effects the pulsations have on the measurement capabilities of three types of gas custody […] | publish | Uncategorized | open | open | pr-015-13603-r01-meter-station-design-procedures-to-minimize-pipe-flow-induced-pulsation-error | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-13603-r01-meter-station-design-procedures-to-minimize-pipe-flow-induced-pulsation-error/ | 0 | 0 | raw | default | 500 | Measurement | |||||||
| 02/12/2014 | 3196 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This research demonstrated the ability of a Computational Fluid Dynamics (CFD) modeling approach to predict the severity of velocity profile disturbances in two different header configurations with AGA-9 default meter runs. The CFD model was also used to predict the flow measurement error based on the ultrasonic path geometry from four commercially-available ultrasonic flow meters. In addition to the CFD modeling, this project experimentally tested the same two header configurations in a natural gas flow loop. The results from the experimental testing were used to validate the CFD model. | PR-015-13610-R01 Effect of Upstream Piping Configuration on Ultrasonic Meter Bias – Flow Validation | This research demonstrated the ability of a Computational Fluid Dynamics (CFD) modeling approach to predict the severity of velocity profile disturbances in two different header configurations with AGA-9 default meter […] | publish | Uncategorized | open | open | pr-015-13610-r01-effect-of-upstream-piping-configuration-on-ultrasonic-meter-bias-flow-validation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-13610-r01-effect-of-upstream-piping-configuration-on-ultrasonic-meter-bias-flow-validation/ | 0 | 0 | raw | default | 500 | Measurement | |||||||
| 16/12/2014 | 3197 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project evaluated selected single-phase gas sampling methods as candidates for use in sampling hydrocarbon-wet gas streams and obtaining representative samples of only the gas phase, rather than samples of both the gas and liquid. Two spot sampling methods, the helium “pop†method and the floating piston cylinder method, were chosen for evaluation. To capture samples of only the gas phase required one or more arrangements for separating liquids from the sample stream. To this end, a coalescing filter and a vortex separator were chosen for testing with the two sampling methods. The various sampling approaches were tested using the Sampling Method Performance Verification Procedure of API MPMS Chapter 14.1, Appendix F, adapted as appropriate for use in hydrocarbon-wet gas streams. Preliminary tests at SwRI’s Metering Research Facility (MRF) were used to identify possible problems with the equipment and sampling procedures, so that the equipment and procedures could be corrected before the formal tests were conducted. The formal tests were performed at a field site carrying a hydrocarbon-wet gas stream from a shale formation. Results of the formal tests produced recommendations to improve the general ability of the chosen wet-gas sampling method to capture accurate samples of the gas phase, as well as recommended changes to the API Sampling Verification Procedure for testing wet-gas sampling methods. | PR-015-13611-R01 Evaluation of Selected Sampling Techniques on Hydrocarbon-Wet Gas Streams | This project evaluated selected single-phase gas sampling methods as candidates for use in sampling hydrocarbon-wet gas streams and obtaining representative samples of only the gas phase, rather than samples of […] | publish | Uncategorized | open | open | pr-015-13611-r01-evaluation-of-selected-sampling-techniques-on-hydrocarbon-wet-gas-streams | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-13611-r01-evaluation-of-selected-sampling-techniques-on-hydrocarbon-wet-gas-streams/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 29/10/2015 | 3198 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Liquid pipeline companies operate a number of different facilities, such as pump stations, that are part of the transport stream of hazardous liquids. Many of these facilities are typically unmanned and have a number of sources (e.g., flanges, valves, tanks, etc.) that can leak. The consequences of such a leak are heightened as the amount of time passes until the leak is detected. There is a need for a technology (or group of technologies) to be deployed at such sites to autonomously detect and raise an alarm in the event of a leak. A project was conducted to identify and evaluate (on paper) potential solutions for deployable technologies. The work on this project focused on leaks that originate at aboveground facilities in which the product either pools on the ground (e.g., crude oil, jet fuel, etc.) or changes phase above the ground upon exposure to atmospheric pressure (e.g., propane, liquefied natural gas, etc.). This work differs from prior PRCI research on continuous monitoring for buried assets in that continuous, subsurface detection is not required. | PR-015-14214-R01 Liquid Leak Detection Technology Review for Aboveground Facilities | Liquid pipeline companies operate a number of different facilities, such as pump stations, that are part of the transport stream of hazardous liquids. Many of these facilities are typically unmanned […] | publish | Uncategorized | open | open | pr-015-14214-r01-liquid-leak-detection-technology-review-for-aboveground-facilities | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-14214-r01-liquid-leak-detection-technology-review-for-aboveground-facilities/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 28/08/2015 | 3199 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this project was to evaluate the effectiveness of the dewatering process after hydrotesting and to examine the internal corrosion threat posed by residual water trapped in crevices and water pushed into a dead leg. A "time to dry" calculation for both cases was conducted based on pipeline operating conditions. Analysis of the evaporation of water trapped in crevices indicated that maintaining low pressures and high temperatures are the most effective measures for drying the trapped water. At the lowest pressure of 14.7 psi and at 100 °F, trapped water can be dried in days. At increased pressure or decreased temperature, a pipeline may become saturated with water vapor, completely stopping evaporation. Other factors such as crevice geometry, water content, and water type had insignificant effects on water drying from a crevice. The geometry considered for water drying in a dead leg included the entire dead leg, a section of the main line, and a section of the lateral line in a horizontal orientation. Analysis indicated that gas flow in the main pipe forced the accumulated liquid water from the dead leg to move upstream in the main and subsequently evacuate through the lateral and pipe exit. The process of purging 99% of the liquid water from the dead leg was rapid, usually within minutes into operation of the pipeline. However, the small droplets, streaks and globules of water that are left behind may take a longer time to evaporate or be purged. A sloped dead leg configuration may enable a standing pool of water to accumulate in the dead leg, which would take substantially longer to evaporate than small water droplets. Further study that ac-counts for different dead leg orientations is recommended to provide a more complete understanding of the internal corrosion risk in dead legs. | PR-015-143601-Z01 Drying Time of Residual Hydrotest Water in Crevices and Dead Legs | The objective of this project was to evaluate the effectiveness of the dewatering process after hydrotesting and to examine the internal corrosion threat posed by residual water trapped in crevices […] | publish | Uncategorized | open | open | pr-015-143601-z01-drying-time-of-residual-hydrotest-water-in-crevices-and-dead-legs | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-143601-z01-drying-time-of-residual-hydrotest-water-in-crevices-and-dead-legs/ | 0 | 0 | raw | default | 500 | Corrosion | |||||||
| 05/11/2015 | 3200 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Various testing projects in the past few years have demonstrated the potential of cable-based leak detection technologies to accurately detect and locate relatively small leaks on onshore pipelines. Technologies such as distributed temperature sensing (DTS), distributed acoustic sensing (DAS), and vapor monitoring require the cables/tubes to be placed in relatively close proximity to the monitored pipeline, including some cases where the cable would be placed below the pipeline. One key market for such technology is the vast inventory of existing pipeline infrastructure. While there are many potential key benefits of such technology, the cables (e.g., fiber-optic, dielectric cables, tubes, etc.) required for leak detection would need to be installed for that purpose (the location of any communications fiber is not likely to be conducive to leak detection). Thus, a pipeline would have to be retrofitted with such technology. Such an application carries a number of logistical challenges and unique safety considerations. Additionally, scenarios such as road crossings, rivers, and third-party crossings pose additional challenges. A project was initiated to determine if there is a suitable means of retrofitting pipelines with cables. The objective of this project was to identify technologies or approaches for retrofitting existing pipelines with cables (e.g., fiber-optic cables, vapor-sensing tubes, etc.) for use in leak detection applications. This project was aimed at providing an understanding of any gaps that must be closed prior to deployment of a technology for cable retrofit. | PR-015-143715-R01 Cable-Based Leak Detection Retrofit Study | Various testing projects in the past few years have demonstrated the potential of cable-based leak detection technologies to accurately detect and locate relatively small leaks on onshore pipelines. Technologies such […] | publish | Uncategorized | open | open | pr-015-143715-r01-cable-based-leak-detection-retrofit-study | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-143715-r01-cable-based-leak-detection-retrofit-study/ | 0 | 0 | raw | default | 150 | Surveillance, Operations & Monitoring | |||||||
| 11/09/2015 | 3201 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This research evaluated the performance of select Coriolis and turbine meters in natural gas flows before, during, and after a wet gas flow condition. Low viscosity oil was used as the liquid phase for the testing. On-board diagnostics from the Coriolis meters and auxiliary diagnostics for the turbine meters were used to determine if the presence and loading amount of the liquid could be determined. | PR-015-14603-R01 Turbine and Coriolis Meter Diagnostics with Entrained Liquids | This research evaluated the performance of select Coriolis and turbine meters in natural gas flows before, during, and after a wet gas flow condition. Low viscosity oil was used as […] | publish | Uncategorized | open | open | pr-015-14603-r01-turbine-and-coriolis-meter-diagnostics-with-entrained-liquids | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-14603-r01-turbine-and-coriolis-meter-diagnostics-with-entrained-liquids/ | 0 | 0 | raw | default | 350 | Measurement | |||||||
| 04/05/2018 | 3202 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Soil side corrosion of the above ground storage tanks bottoms is a major challenge for the midstream operators owning tanks farms. In North America subcontinent, a large fraction of tanks are installed with an active cathodic protection (CP) system to protect the tank bottom from corrosion. However, CP systems could fail, and sometime even with the CP system, corrosion can occur. In addition, several tanks without CP system could experience elevated corrosion including pitting corrosion. Vapor corrosion inhibitors (VCIs) are being promoted as alternative corrosion control measures in addition to the CP. This study was conducted to determine whether the VCIs are effective in mitigating corrosion to a level comparable to a working CP for tank bottoms, what is the best way to monitor efficacy of VCIs, and whether the VCIs compatible with CP or not. Extensive amount of laboratory scale and limited field testing was conducted. Both laboratory and field data were rigorously analyzed. It was found that the VCIs are effective in mitigating corrosion when vendor specific recommended dosages are used, and the electrical-resistance based corrosion rate monitoring technique does show the effect of VCIs. Regarding VCI and CP compatibility, VCIs indirectly affect the CP as exposure of tank bottom steel to VCIs change its native potential which in turn changes the CP current demand. Overall, VCIs were found to be a viable alternative corrosion control measure. | PR-015-153602-R01 Vapor Corrosion Inhibitors Effectiveness for Tank Bottom Plate Corrosion Control | Soil side corrosion of the above ground storage tanks bottoms is a major challenge for the midstream operators owning tanks farms. In North America subcontinent, a large fraction of tanks […] | publish | Uncategorized | open | open | pr-015-153602-r01-vapor-corrosion-inhibitors-effectiveness-for-tank-bottom-plate-corrosion-control | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-153602-r01-vapor-corrosion-inhibitors-effectiveness-for-tank-bottom-plate-corrosion-control/ | 0 | 0 | raw | default | 150 | Corrosion | |||||||
| 20/11/2015 | 3203 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A literature review was conducted in order to better understand the effects of installation effects on ultrasonic flow meters. Literature in the public domain was reviewed to analyze the state of knowledge and to provide information that is relevant when deciding to allocate limited research budgets. The results are summarized in this report and in a digital analysis tool that will be delivered separately from this report. | PR-015-15602-R01 Review of Ultrasonic Flow Meter Installation Effects | A literature review was conducted in order to better understand the effects of installation effects on ultrasonic flow meters. Literature in the public domain was reviewed to analyze the state […] | publish | Uncategorized | open | open | pr-015-15602-r01-review-of-ultrasonic-flow-meter-installation-effects | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-15602-r01-review-of-ultrasonic-flow-meter-installation-effects/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 19/05/2016 | 3204 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project investigated the velocity profile downstream from three commercially available dry gas filters and the effect of this profile on an ultrasonic meter installed in an AGA 9 default configuration. The inlet profile and condition of the filter element were varied to determine the sensitivity on the profile exiting the filter. | PR-015-15603-R02 Effect of Upstream Piping Components on Ultrasonic Flow Meter Accuracy | This project investigated the velocity profile downstream from three commercially available dry gas filters and the effect of this profile on an ultrasonic meter installed in an AGA 9 default […] | publish | Uncategorized | open | open | pr-015-15603-r02-effect-of-upstream-piping-components-on-ultrasonic-flow-meter-accuracy | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-15603-r02-effect-of-upstream-piping-components-on-ultrasonic-flow-meter-accuracy/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 19/04/2017 | 3205 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Probes for natural gas sample collection and analysis must extend far enough into the pipeline to avoid contaminants at the pipe wall, but must not be so long that there is a risk of flow induced resonant vibration and failure. PRCI has sponsored a project to determine the minimum probe depth for obtaining a representative single-phase gas sample in flows with small amounts of contaminants. Phase 2 of the project evaluated the effect of probe tip design and insertion length on the fidelity of gas samples from flows carrying small amounts of liquid hydrocarbons. | PR-015-15608-R01 Sample Probe Insertion Depth Testing | Probes for natural gas sample collection and analysis must extend far enough into the pipeline to avoid contaminants at the pipe wall, but must not be so long that there […] | publish | Uncategorized | open | open | pr-015-15608-r01-sample-probe-insertion-depth-testing | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-15608-r01-sample-probe-insertion-depth-testing/ | 0 | 0 | raw | default | 75 | Measurement | |||||||
| 05/07/2017 | 3206 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project investigated the performance of four different brands of commercially available ultrasonic meters installed in an AGA-9 default configuration in two different header designs. The diagnostics from the flow meters were analyzed to determine if they could be used as an indication of bias in the flow measurement. The results from this project were also compared to previous PRCI projects where similar headers were experimentally tested and modeled using CFD. The results of this report are blinded as to meter make/model. | PR-015-15610-R01 Effect of Upstream Piping Configurations on Ultrasonic Meter Bias | This project investigated the performance of four different brands of commercially available ultrasonic meters installed in an AGA-9 default configuration in two different header designs. The diagnostics from the flow […] | publish | Uncategorized | open | open | pr-015-15610-r01-effect-of-upstream-piping-configurations-on-ultrasonic-meter-bias | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-15610-r01-effect-of-upstream-piping-configurations-on-ultrasonic-meter-bias/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 18/07/2018 | 3207 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Distributed acoustic sensing (DAS) technology utilizes a fiber-optic cable as a distributed vibration sensor that can be installed in a right-of-way to monitor for pipeline leaks and to identify third-party interference (TPI), such as mechanized excavation, hand digging, etc. Various laboratory tests have been performed to demonstrate that DAS has the potential to be a flexible solution for pipeline operators. A key gap that needs to be assessed is the ability of the technology to serve its intended leak detection and TPI functions while not generating alarms at any other times. The most comprehensive means of performing such an evaluation is through an actual field demonstration of DAS technology on an operational pipeline. This report documents a ten-week-long test of four commercially available DAS technologies on an operational pipeline. The pipeline segment is 25-kilometers in length, and the systems were configured to autonomously alarm to leaks and mechanical digging. This research demonstrates the real-world performance of such systems and provides qualitative information in regards to the operational requirements for sustained deployment of DAS technology. This document has a related webinar. (member login required) | PR-015-163766-R01 Field Testing of Distributed Acoustic Sensing Systems | Distributed acoustic sensing (DAS) technology utilizes a fiber-optic cable as a distributed vibration sensor that can be installed in a right-of-way to monitor for pipeline leaks and to identify third-party […] | publish | Uncategorized | open | open | pr-015-163766-r01-field-testing-of-distributed-acoustic-sensing-systems | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-163766-r01-field-testing-of-distributed-acoustic-sensing-systems/ | 0 | 0 | raw | default | 2.000 | Surveillance, Operations & Monitoring | |||||||
| 26/07/2016 | 3208 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Flow measurement tests were conducted with more than 25 API 14.3 compliant orifice plates that had been geometrically characterized. Possible sources for the variability in the flow measurement performance of these plates were investigated relative to the measured plate geometry elements. | PR-015-16601-R01 Variation in Orifice Plate Flow Performance as a Function of Geometric Plate Tolerances | Flow measurement tests were conducted with more than 25 API 14.3 compliant orifice plates that had been geometrically characterized. Possible sources for the variability in the flow measurement performance of […] | publish | Uncategorized | open | open | pr-015-16601-r01-variation-in-orifice-plate-flow-performance-as-a-function-of-geometric-plate-tolerances | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-16601-r01-variation-in-orifice-plate-flow-performance-as-a-function-of-geometric-plate-tolerances/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 01/05/2018 | 3209 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | SICK Flowsic500 ultrasonic flow meters were tested over a range of pressures and flow rates in piping configurations that are similar to those commonly used for rotary meters. | PR-015-17605-R01 Operation of SICK FS500 Ultrasonic Meters in Closed Coupled Installations | SICK Flowsic500 ultrasonic flow meters were tested over a range of pressures and flow rates in piping configurations that are similar to those commonly used for rotary meters. | publish | Uncategorized | open | open | pr-015-17605-r01-operation-of-sick-fs500-ultrasonic-meters-in-closed-coupled-installations | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-17605-r01-operation-of-sick-fs500-ultrasonic-meters-in-closed-coupled-installations/ | 0 | 0 | raw | default | 500 | Measurement | |||||||
| 10/07/2019 | 3210 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This study collected and analyzed more field data to enhance the probabilistic model for predicting internal corrosion threats in nominally dry natural gas pipelines developed previously, especially in the region where the internal corrosion risk is higher. The Excel® tool developed previously was also updated with the enhanced model for predicting internal corrosion risk based on basic operating conditions, (i.e., average gas operating temperature, seasonal gas operating temperature amplitude, and operating pressure). In this project, a general-purpose Excel tool was created to allow calculation of residual hydrotest water evaporation time for one or more liquid water pools located in low spots in the pipeline based on water volume, pipe low spot geometry, and gas flow conditions. Another Excel tool also was developed to predict water stream length when gas from the inlet branch line at higher temperature injects water stream into the main gas transmission pipeline and the time to reach steady state condition before the water is completely evaporated for many types of pipeline scenarios. | PR015-183601-Z01 Enhancement of Internal Corrosion Threat Guidelines for Dry Natural Gas Pipelines | This study collected and analyzed more field data to enhance the probabilistic model for predicting internal corrosion threats in nominally dry natural gas pipelines developed previously, especially in the region […] | publish | Uncategorized | open | open | pr015-183601-z01-enhancement-of-internal-corrosion-threat-guidelines-for-dry-natural-gas-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr015-183601-z01-enhancement-of-internal-corrosion-threat-guidelines-for-dry-natural-gas-pipelines/ | 0 | 0 | raw | default | 1.000 | Corrosion | |||||||
| 02/08/2023 | 3211 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Cable-based technologies can be used to detect leaks, ground movement, and third-party interference. Significant technical challenges exist for installing cables at precise positions along existing pipelines. This project aimed to advance technology that can enable retrofitting existing pipelines with cable-based sensors. One of the key gaps is the ability to accurately locate the lateral position and depth-of-cover of a pipeline. Testing was performed on two pipelines to evaluate the performance of different pipeline location technologies to provide pipeline operators with data that can be used in evaluating potential retrofit applications. This work aimed to move the needle closer towards a full pipeline retrofit of cable-based technologies. | PR-015-183901-R01 Retrofitting Pipelines with Cable-Based Technologies | Cable-based technologies can be used to detect leaks, ground movement, and third-party interference. Significant technical challenges exist for installing cables at precise positions along existing pipelines. This project aimed to […] | publish | Uncategorized | open | open | pr-015-183901-r01-retrofitting-pipelines-with-cable-based-technologies | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-183901-r01-retrofitting-pipelines-with-cable-based-technologies/ | 0 | 0 | raw | default | 200 | Surveillance, Operations & Monitoring | |||||||
| 03/07/2019 | 3212 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project provides a review of previously completed PRCI projects on the topic of the effects of upstream disturbances on ultrasonic meter performance. This compendium document includes brief summaries of the projects along with comparisons of the results and general conclusions and recommendations. A gap analysis was also performed to inform the path forward for future research. | PR-015-18603-R01 Review of PRCI Research on Piping and Header Effects on USM Performance | This project provides a review of previously completed PRCI projects on the topic of the effects of upstream disturbances on ultrasonic meter performance. This compendium document includes brief summaries of […] | publish | Uncategorized | open | open | pr-015-18603-r01-review-of-prci-research-on-piping-and-header-effects-on-usm-performance | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-18603-r01-review-of-prci-research-on-piping-and-header-effects-on-usm-performance/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 10/08/2020 | 3213 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Water-cut meters measure the water content in a crude-oil stream and can use different sensor technologies and approaches to achieve this measurement. Each of these technology types has advantages and limitations for use in certain operating conditions. Current industry knowledge about the performance and limitations of the different technology meters for measuring a wide range of water cuts has not been extensively quantified. This testing effort was initiated to determine the stability and accuracy of different water-cut meters by flowing a crude-oil stream of water content through these meters. The performance of the different water-cut meters was assessed at a constant 100-gpm flow rate, two sweeps of water-cut ranges from 0% to 5% and 0% to 20%, and two different crude oils. To provide a reference water content, fluid samples were manually drawn from the flow loop upstream of the meters for each test point following API MPMS Ch. 8.1 (2019). The fluid samples were handled and mixed in accordance with API MPMS Ch. 8.3 (2019), and were assessed using two different analysis methods: a Karl Fisher Titration method using ASTM D4928 (2018) for the nominal 0% to 5% water-cut tests, and a centrifuge method using ASTM D4007 (2016) for the nominal 0% to 20% water-cut tests. The results from this testing effort will allow the PRCI members to assess the accuracy and stability of different water-cut meters and to select a water-cut metering technology that is most compatible with their operating conditions. | PR-015-19602-R02 Water in Oil Meter Technology Testing | Water-cut meters measure the water content in a crude-oil stream and can use different sensor technologies and approaches to achieve this measurement. Each of these technology types has advantages and […] | publish | Uncategorized | open | open | pr-015-19602-r02-water-in-oil-meter-technology-testing | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-19602-r02-water-in-oil-meter-technology-testing/ | 0 | 0 | raw | default | 6.000 | Measurement | |||||||
| 30/05/2013 | 3174 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Three hydrogen sulfide (H2S) monitors calibrated to detect concentrations between the ranges of zero to fifty parts per million (ppm) were acquired by the PRCI project advisory team and sent to GTI for evaluation. The three tested monitors were from different manufacturers using different detection methods and technologies. Each of the three H2S monitors was evaluated using testing protocols to determine the accuracy, precision, and signal response of each monitor. | PR-004-12602-R02 Performance of H2S Sensors | Three hydrogen sulfide (H2S) monitors calibrated to detect concentrations between the ranges of zero to fifty parts per million (ppm) were acquired by the PRCI project advisory team and sent […] | publish | Uncategorized | open | open | pr-004-12602-r02-performance-of-h2s-sensors | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-004-12602-r02-performance-of-h2s-sensors/ | 0 | 0 | raw | default | 1.000 | Measurement | |||||||
| 28/07/2021 | 3175 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Dithiazine is a compound formed after passage of natural gas or renewable natural gas containing hydrogen sulfide through amine based hydrogen sulfide liquid scavenger towers. Similar to elemental sulfur, dithiazine can solidify at pressure or temperature reduction points and result in potential equipment issues. This study summarizes the state of monitoring dithiazine in gaseous fuels and assesses the potential for selected gas analyzers to continuously monitor dithiazine on-line or be developed for this application. | PR-004-20602-R01 Technology Assessment of Applicable Methods for Dithiazine Analysis | Dithiazine is a compound formed after passage of natural gas or renewable natural gas containing hydrogen sulfide through amine based hydrogen sulfide liquid scavenger towers. Similar to elemental sulfur, dithiazine […] | publish | Uncategorized | open | open | pr-004-20602-r01-technology-assessment-of-applicable-methods-for-dithiazine-analysis | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-004-20602-r01-technology-assessment-of-applicable-methods-for-dithiazine-analysis/ | 0 | 0 | raw | default | 2.500 | Measurement | |||||||
| 30/01/2023 | 3176 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Methane (CH4), the main component of natural gas, has a global warming potential 25 to 36 times more potent than carbon dioxide (CO2) over 100 years. Methane emissions are often intermittent and highly variable, a multivariate phenomenon of flow rate, time, and conditions. Cost-effective technologies are needed to detect, locate, and measure methane gas leaks faster and more efficiently. There is a diverse array of existing and emerging technologies capable of detecting, locating, and quantifying methane emissions. Broadly termed leak detection and quantification (LDAQ), these technologies vary in capability, application, and cost. This report provides includes LDAQ technology descriptions and applications. Existing and emerging technologies available for methane LDAQ are identified and characterized in an Assessment Framework that incorporates a Technology Assessment and a Market Assessment. These comprise the LDAQ Technology Assessment Tool (in Excel workbook format) that accompanies this report and is described herein. | PR-004-213900-Z01 Existing and Emerging Technologies in Methane Leak Detection and Quantification | Methane (CH4), the main component of natural gas, has a global warming potential 25 to 36 times more potent than carbon dioxide (CO2) over 100 years. Methane emissions are often […] | publish | Uncategorized | open | open | pr-004-213900-z01-existing-and-emerging-technologies-in-methane-leak-detection-and-quantification | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-004-213900-z01-existing-and-emerging-technologies-in-methane-leak-detection-and-quantification/ | 0 | 0 | raw | default | 100 | Surveillance, Operations & Monitoring | |||||||
| 03/10/2013 | 3177 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | An investigation to flow test and measure a large set of orifice plates to determine the proportion of existing orifice plates have measured discharge coefficients outside of the Reader-Harris/Gallagher equation 95% confidence limits. The research determined if the existing tolerance specifications adequately describe the dimensions of an orifice plate required to conform to the Reader-Harris/Gallagher equation calculated discharge coefficient. The testing also underscored the influence of manufacturing variations on orifice plate performance. | PR-015-07603-R01 Effect of Orifice Plate Manufacturing Variations on Orifice Meter Performance – Blinded | An investigation to flow test and measure a large set of orifice plates to determine the proportion of existing orifice plates have measured discharge coefficients outside of the Reader-Harris/Gallagher equation […] | publish | Uncategorized | open | open | pr-015-07603-r01-effect-of-orifice-plate-manufacturing-variations-on-orifice-meter-performance-blinded | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-07603-r01-effect-of-orifice-plate-manufacturing-variations-on-orifice-meter-performance-blinded/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 30/06/2008 | 3178 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Over the past several years, improvements in clamp-on ultrasonic meter technology have caused increased interest in applying this technology within the natural gas industry. Clamp-on ultrasonic meters (CUSMs), which are mounted on the outside of a pipe, send and receive ultrasonic waveforms through the pipe wall. This configuration offers several potential advantages over in-line meters, including portability and the ability to be installed without shutdown and disassembly of the pipeline. CUSMs, like their in-line counterparts, use sophisticated electronics to control the meter operation and to monitor parameters such as transducer signal strength, path velocities, and speed of sound. Because of these features, CUSMs are being considered for their potential as in-situ verification and as diagnostic tools. Having such portable tools to quickly verify meter performance would save considerable time in troubleshooting causes of lost and unaccounted-for (LAUF) gas, thus, minimizing overall LAUF totals. The ability to validate meter performance in-situ would also significantly reduce operating and maintenance costs of metering stations, particularly costs of unnecessary recalibrations. This project specifically addressed the ability of a CUSM to measure distorted profiles with sufficient resolution to determine if the flow is properly conditioned for flow measurement by other meter types. It also addressed the accuracy with which CUSM measurements, performed with sufficient spatial fidelity, can be used to provide a reference flow rate for in-situ meter proving. The test approach was to traverse a single ultrasonic transducer pair around the perimeter of the pipe in sufficiently small increments to measure the flow field at a given pipe cross section independent of the amount of flow distortion present. Velocity profile measurements performed at the same locations were used as an independent check of the CUSMs profile sensitivity. | PR-015-07604-R01 Clamp-On Ultrasonic Flow Meters as Diagnostic Tools | Over the past several years, improvements in clamp-on ultrasonic meter technology have caused increased interest in applying this technology within the natural gas industry. Clamp-on ultrasonic meters (CUSMs), which are […] | publish | Uncategorized | open | open | pr-015-07604-r01-clamp-on-ultrasonic-flow-meters-as-diagnostic-tools | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-07604-r01-clamp-on-ultrasonic-flow-meters-as-diagnostic-tools/ | 0 | 0 | raw | default | 995 | Measurement | |||||||
| 30/09/2010 | 3179 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this project is to provide information about a problem material found in gas pipelines called "black powder". It is a mixture or a chemical compound of iron sulfides, iron oxides, dirt, sand, salts, chlorides, water, glycols, hydrocarbons and compressor oils, mill scale, or other materials. The most common constituents, iron compounds of sulfur or oxygen, are corrosion products. In addition to chemical formation, black powder can be formed by microbes normally found in gas pipelines. This material causes machinery, measurement, and pipeline maintenance problems. This research investigates the forms of iron sulfides, their characteristics, and methods of formation and whether the molecular form can be an indicator of the source of the material. A sampling protocol was developed for proper collection of materials for analysis. Seventeen corrosion samples were collected and analyzed for material constituents and microbial content. The results of this testing were anonymously tabulated in a database. Other tasks in this project include guidelines for removal, handling, and disposal of the material. It discusses symptomatic versus root cause treatments for the prevention and control of black powder, and the corporate culture necessary to manage the problem. It presents recently developed technologies for cleaning or treating a pipeline containing black powder, such as cleaning and anti-microbial agents containing THPS which dissolve iron sulfides, and the use of magnetic filtration. The final task describes concepts for identifying the location of black powder in an operating pipeline and places to look and methods to use to best determine the distribution of the material. | PR-015-084508-R01 Contaminants in Sales Gas Pipelines Sources Removal and Treatment | The objective of this project is to provide information about a problem material found in gas pipelines called “black powder”. It is a mixture or a chemical compound of iron […] | publish | Uncategorized | open | open | pr-015-084508-r01-contaminants-in-sales-gas-pipelines-sources-removal-and-treatment | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-084508-r01-contaminants-in-sales-gas-pipelines-sources-removal-and-treatment/ | 0 | 0 | raw | default | 1.500 | Surveillance, Operations & Monitoring | |||||||
| 15/09/2009 | 3180 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A project was conducted to determine the viability of various external leak detection systems for use on liquid pipelines. This project defined external leak detection as a means of detecting unintended pipeline discharge without the use of pressure or flow modeling. Specifically, this project was focused on the ability to detect leaks that are too small for most computational pipeline monitoring (CPM) systems to detect. A list of possible technologies was assembled and a tradeoff study was conducted to rank the technologies. | PR-015-084510-R01 Evaluation of External Leak Detection Systems for Liquid Pipelines | A project was conducted to determine the viability of various external leak detection systems for use on liquid pipelines. This project defined external leak detection as a means of detecting […] | publish | Uncategorized | open | open | pr-015-084510-r01-evaluation-of-external-leak-detection-systems-for-liquid-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-084510-r01-evaluation-of-external-leak-detection-systems-for-liquid-pipelines/ | 0 | 0 | raw | default | 495 | Surveillance, Operations & Monitoring | |||||||
| 27/04/2009 | 3181 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Measurement of natural gas flow with an orifice meter is a well-established methodology; however, orifice measurement accuracy is of concern when flow rates are low and the differential pressure (DP) across the orifice is at the extreme low end of common DP transmitter ranges. This research evaluated the performance of multiple types of transmitters in 10-inch and 4-inch orifice meter runs at differential pressures approaching 1 inch of water column (1†H2O), simulating low flow transmission meter stations and depleted production well stations. The results were analyzed to characterize and better understand the uncertainties and measurement errors associated with orifice meters operating with small bore diameters and low DPs. Transmitters tested included typical DP transmitters with stated accuracies of 0.1% of full scale, DP transmitters with stated accuracies as a percent of reading; and high-frequency-response DP transmitters. Data acquisition methods, transmitter technologies, and various calibrated measurement spans were studied for their potential to improve orifice meter accuracy at low DP conditions. This is an un-blinded report. | PR-015-08605-R01 Assessment of Orifice Meter Flow Measurements with Low Differential Pressures – Unblinded | Measurement of natural gas flow with an orifice meter is a well-established methodology; however, orifice measurement accuracy is of concern when flow rates are low and the differential pressure (DP) […] | publish | Uncategorized | open | open | pr-015-08605-r01-assessment-of-orifice-meter-flow-measurements-with-low-differential-pressures-unblinded | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-08605-r01-assessment-of-orifice-meter-flow-measurements-with-low-differential-pressures-unblinded/ | 0 | 0 | raw | default | 7.875 | Measurement | |||||||
| 01/10/2013 | 3182 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Measurement of natural gas flow with an orifice meter is a well-established methodology; however, orifice measurement accuracy is of concern when flow rates are low and the differential pressure (DP) across the orifice is at the extreme low end of common DP transmitter ranges. This research evaluated the performance of multiple types of transmitters in 10-inch and 4-inch orifice meter runs at differential pressures approaching 1 inch of water column (1in H2O), simulating low flow transmission meter stations and depleted production well stations. The results were analyzed to characterize and better understand the uncertainties and measurement errors associated with orifice meters operating with small bore diameters and low DPs. Transmitters tested included typical DP transmitters with stated accuracies of 0.1% of full scale, DP transmitters with stated accuracies as a percent of reading; and high-frequency-response DP transmitters. Data acquisition methods, transmitter technologies, and various calibrated measurement spans were studied for their potential to improve orifice meter accuracy at low DP conditions. Where low differential pressure measurements are required, it was found that measurement accuracy can be improved by the use of the high accuracy or high-frequency-response transmitters. Transmitters with stated accuracies as a percent of reading demonstrated the best repeatability of all three types studied. The tests described here suggest that data collected using an analog data acquisition protocol produced measurements with better repeatability than data gathered using the HART protocol. However, this may be attributable to a faster data acquisition rate in the analog system. Further work is suggested to identify the root cause of the improved repeatability and determine how it might be applied at field stations. An uncertainty analysis was performed to quantify various sources of error in low DP flow measurements. Sources included measured orifice meter dimensions, measured temperature and pressure, computed gas properties, DP transmitter calibrations, and the reference mass flow rates of the flow facility. The uncertainty in the orifice meter discharge coefficient was found to dominate the overall orifice meter error; contributions of the transmitter uncertainty were a much smaller fraction of the overall uncertainty estimate. | PR-015-08605-R02 Assessment of Orifice Meter Flow Measurements with Low Differential Pressures – Blinded | Measurement of natural gas flow with an orifice meter is a well-established methodology; however, orifice measurement accuracy is of concern when flow rates are low and the differential pressure (DP) […] | publish | Uncategorized | open | open | pr-015-08605-r02-assessment-of-orifice-meter-flow-measurements-with-low-differential-pressures-blinded | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-08605-r02-assessment-of-orifice-meter-flow-measurements-with-low-differential-pressures-blinded/ | 0 | 0 | raw | default | 150 | Measurement | |||||||
| 09/07/2012 | 3183 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Clamp-on ultrasonic meters remain of interest to the natural gas measurement community because of their potential to provide reasonable measurement accuracy without the need for piping modifications or service interruptions. The applications where clamp-on meters have been successfully applied include temporary measurement while a primary device is unavailable and diagnosing abnormal flow behaviors. The objective of this project was to examine existing public literature concerning the operation and application of clamp-on ultrasonic meters and to use this information to create a guideline document for these meters. As part of the process of establishing the guidelines document, the most significant areas where experimental results are lacking were to be identified. A total of only 20 documents in the public domain were discovered concerning clamp-on ultrasonic meters. These documents were summarized and the important conclusions were drawn from the documents and used to help create a draft guidelines document for the use of clamp-on ultrasonic meters in gas applications. The guidelines provide an overview of different geometric, operational, and installation effects that can affect the operation of clamp-on ultrasonic meters. A number of areas without substantial experimental results were identified and testing was recommended to systematically establish the performance envelope for one size of clamp-on ultrasonic meters. The suggested testing was intended as a first step in reducing the gaps in meter performance data. | PR-015-08611-R01 Development of Clamp-On Ultrasonic Meter Installation Guidelines | Clamp-on ultrasonic meters remain of interest to the natural gas measurement community because of their potential to provide reasonable measurement accuracy without the need for piping modifications or service interruptions. […] | publish | Uncategorized | open | open | pr-015-08611-r01-development-of-clamp-on-ultrasonic-meter-installation-guidelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-08611-r01-development-of-clamp-on-ultrasonic-meter-installation-guidelines/ | 0 | 0 | raw | default | 450 | Measurement | |||||||
| 20/05/2011 | 3184 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A previous PRCI project (PR-015-084510, 2009) identified distributed temperature sensing (DTS) and acoustic emissions as potentially viable technologies for the detection of small leaks in liquid pipelines. Much of the assessment that led to this conclusion was based upon manufacturer-generated literature. However, there is a lack of existing, publicly-available test data on these technologies as they relate to detecting small leaks in liquid pipelines. Such data are needed by pipeline operators in order to determine the value in supplementing their existing leak detection systems with one of these technologies. The long-term goal of the PRCI team providing oversight to this work is to conduct full-scale field testing of these technologies. However, it is first important to determine the parameters that affect performance in order to design the large-scale testing and to identify conditions for which the technologies are not suitable. A project encompassing analysis and laboratory testing of DTS systems and modeling of acoustic emissions systems was conducted. Includes some analysis of different liquids including crude oil, propane, gasoline, and carbon dioxide. | PR-015-093709-R01 Evaluation of External Leak Detection Systems – Laboratory Work | A previous PRCI project (PR-015-084510, 2009) identified distributed temperature sensing (DTS) and acoustic emissions as potentially viable technologies for the detection of small leaks in liquid pipelines. Much of the […] | publish | Uncategorized | open | open | pr-015-093709-r01-evaluation-of-external-leak-detection-systems-laboratory-work | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-093709-r01-evaluation-of-external-leak-detection-systems-laboratory-work/ | 0 | 0 | raw | default | 195 | Surveillance, Operations & Monitoring | |||||||
| 22/09/2010 | 3185 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The U.S. natural gas industry is expected to import increasing amounts of liquefied natural gas (LNG) in the near future. When an LNG tanker ship arrives at an LNG terminal, the quantity of LNG transferred to the terminal is found by measuring the changes in static volume within the ships tanks. The LNG volume is inferred from measurements of the liquid height, along with tables of tank characteristics predetermined by a method known as “tank strapping.†Once transferred, the LNG is then regasified at the terminal before being sent to limited distribution companies (LDCs) or power plants. There is concern that the basis for uncertainty estimates in the energy content of the transferred LNG (typically taken as ±0.5% to ±0.6%) may underestimate the true magnitude of measurement uncertainties. Dynamic methods of liquid flow measurement, gas flow measurement, product sampling, and composition determination used elsewhere in the energy industry may reduce the measurement uncertainties at the LNG terminal, as they relate to terminal balances. Measurement uncertainties for conventional meters and equipment placed into LNG service may lead to more accurate LNG measurement and reduced lost-andunaccounted for (LAUF) quantities at receipt terminals. This report describes research to evaluate the measurement uncertainties associated with both static and dynamic methods of determining LNG volumes and energy content delivered to, processed by, and shipped from, LNG terminals. This was performed to determine whether dynamic methods are potentially more effective than existing static methods for accurate measurements and LAUF determination at LNG terminals. Another objective of the research was to establish which methods offer the most potential for reducing custody transfer measurement uncertainty and LAUF within LNG receipt terminals. | PR-015-09603-R01 LNG Measurement Uncertainty Analysis | The U.S. natural gas industry is expected to import increasing amounts of liquefied natural gas (LNG) in the near future. When an LNG tanker ship arrives at an LNG terminal, […] | publish | Uncategorized | open | open | pr-015-09603-r01-lng-measurement-uncertainty-analysis | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-09603-r01-lng-measurement-uncertainty-analysis/ | 0 | 0 | raw | default | 1.750 | Measurement | |||||||
| 22/12/2010 | 3186 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
Natural gas meters are often used to measure flows below their minimum design flow rate. This can occur because of inaccurate flow projections, widely varying flow rates in the line, a lack of personnel available to change orifice plates, and other causes. The use of meters outside their design ranges can result in significant measurement errors. The objectives of this project were to examine parameters that contribute to measurement error at flow rates below 10% of a meters capacity, determine the expected range of error at these flow rates, and establish methods to reduce measurement error in this range. The project began with a literature search of prior studies of orifice, turbine, and ultrasonic meters for background information on their performance in low flows. Two conditions affecting multiple meter types were identified for study. First, temperature measurement errors in low flows can influence the accuracy of all three meter types, though the effect of a given temperature error can differ among the meter types. Second, thermally stratified flows at low flow rates are known to cause measurement errors in ultrasonic meters that cannot compensate for the resulting flow profiles, and the literature suggested that these flows could also affect orifice plates and turbine meters. Several possible ways to improve temperature measurements in low flows were also identified for further study. Next, an analytical study focused on potential errors due to inaccurate temperature measurements. Numerical tools were used to model a pipeline with different thermowell and RTD geometries. The goals were to estimate temperature measurement errors under different low-flow conditions, and to identify approaches to minimize temperature and flow rate errors. Thermal conduction from the pipe wall to the thermowell caused the largest predicted bias in measured temperature, while stratified temperatures in the flow caused relatively little temperature bias. Thermally isolating the thermowell from the pipe wall, or using a bare RTD, can minimize temperature bias, but are not usually practical approaches. Insulation of the meter run and the use of a finned thermowell design were practical methods predicted to potentially improve measurement accuracy, and were chosen for testing. |
PR-015-09605-R01 Extended Low Flow Range Metering | Natural gas meters are often used to measure flows below their minimum design flow rate. This can occur because of inaccurate flow projections, widely varying flow rates in the line, […] | publish | Uncategorized | open | open | pr-015-09605-r01-extended-low-flow-range-metering | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-09605-r01-extended-low-flow-range-metering/ | 0 | 0 | raw | default | 150 | Measurement | |||||||
| 28/08/2012 | 3187 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | At a pipeline station with a gas turbine or internal combustion engine , there is waste heat which is currently being vented to the atmosphere. Capturing and using this waste heat could potentially increase the overall thermal efficiency of the station, reduce emissions at the station, and reduce operational costs. In the past, the focus of waste heat recovery systems has been on large scale systems. Little attention has been given to small-scale options which would be suitable for use at a pipeline compressor station. This project evaluted options for using waste heat recovery for internal facility uses such as gas compressor aftercooling. Readers are cautioned that the economimics/feasibility analysis reflect some some assumptions that are not commonly applicable for most compressor facilities and therefore any conclusions based on economics should not be considered to be widely applicable. | PR-015-11206-R01 Waste Heat Recovery Phase II | At a pipeline station with a gas turbine or internal combustion engine , there is waste heat which is currently being vented to the atmosphere. Capturing and using this waste […] | publish | Uncategorized | open | open | pr-015-11206-r01-waste-heat-recovery-phase-ii | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-11206-r01-waste-heat-recovery-phase-ii/ | 0 | 0 | raw | default | 27.500 | Compressor & Pump Station | |||||||
| 31/01/2014 | 3188 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
The primary research objective of this project was to summarize the best practices for design, operation, and maintenance of pump mechanical seal auxiliary systems in a reference document for pipeline pump operators. This was achieved by meeting several secondary objectives outlined below.
Define the types of mechanical seals and seal auxiliary systems which are used in pipeline stations Determine the reliability of the auxiliary system components as reported by end-users Outline typical and recommended design, operation, and maintenance practices for seal auxiliary systems Based on reliability, design, operation, and maintenance practices identify the best practices for pipeline pump seal auxiliary systems Once these secondary objectives had been achieved, this report was written to summarize the findings. |
PR-015-11211-R02 Mechanical Seal Auxiliary Systems Best Practices Summary | The primary research objective of this project was to summarize the best practices for design, operation, and maintenance of pump mechanical seal auxiliary systems in a reference document for pipeline […] | publish | Uncategorized | open | open | pr-015-11211-r02-mechanical-seal-auxiliary-systems-best-practices-summary | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-11211-r02-mechanical-seal-auxiliary-systems-best-practices-summary/ | 0 | 0 | raw | default | 12.575 | Compressor & Pump Station | |||||||
| 28/08/2015 | 3189 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report documents the verification and validation (of the probabilistic models developed previously to predict internal corrosion (IC) threats in nominally dry natural gas pipelines. Model uncertainty quantification showed that "low temperature, high pressure" posed the greatest IC threat. To validate the model, actual measurements were compared to model-predicted wall loss. The comparison included information from an IC failure, investigated by the National Transportation Safety Board (NTSB), with in-line inspection (ILI) data sets from five pipeline operators. Two of the pipeline operator data sets showed wall loss measurements either evenly distributed at all locations around the circumfer-ence of the pipe or predominantly at the top of the pipe. These measurements agreed with negligible wall loss predicted by the model. Two other operator data sets measured significant wall loss occurring at the bottom of the pipe. These measurements agreed with non-negligible risk of IC also predicted by the mod-el. The 5th operator data set confirmed the analysis of ILI data uncertainty and corroborated the validation results. For the NTSB investigated failure, the model prediction is in good agreement with the post-failure examination because the model predicted a very high IC risk for this pipeline that failed. This validation provides increased confidence that the previously developed models can differentiate between negligible and non-negligible wall loss occurring in a dry natural gas pipeline. | PR-015-113601-R02 Validation of Internal Corrosion Threat Models for Dry Natural Gas Pipelines | This report documents the verification and validation (of the probabilistic models developed previously to predict internal corrosion (IC) threats in nominally dry natural gas pipelines. Model uncertainty quantification showed that […] | publish | Uncategorized | open | open | pr-015-113601-r02-validation-of-internal-corrosion-threat-models-for-dry-natural-gas-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-113601-r02-validation-of-internal-corrosion-threat-models-for-dry-natural-gas-pipelines/ | 0 | 0 | raw | default | 50 | Corrosion | |||||||
| 30/07/2013 | 3190 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Similar to most metering technologies, turbine meters are known to be affected by abnormal flow or abnormal mechanical conditions which can cause bias in flow measurement. These types of flow conditions include blockage at the flow meter or straightening vanes, grime or liquid contamination on the internal meter components, damage to the internal meter components, and pulsation in the flow. With the introduction of ultrasonic and Coriolis meters for gas applications, the natural gas industry has embraced the concept of meters with embedded diagnostic capabilities. These capabilities allow the detection of potential problems with the flow behavior or meter condition that may lead to measurement error. Diagnostic measurements also exist for turbine meters. Some turbine meter manufacturers provide techniques for diagnosing proper meter performance through approaches that include unique design attributes (e.g., dual-rotors) or by monitoring the characteristics (shape, timing, etc.) of the pulses produced as blades pass a sensor. Various analog and digital signal analysis methods exist to interpret the output pulse characteristics to determine meter condition attributes such as bent blades and bearing wear. The objective of this research was to assess, through flow testing, the ability of various diagnostic methods to detect abnormal flow and abnormal mechanical conditions for both single and dual-rotor turbine meters. A secondary objective was to determine the amount of flow measurement error that could be present for the various flow conditions that were tested. The approach was to test three different diagnostic methods on a single-rotor and dual-rotor turbine meter at the Metering Research Facility at Southwest Research Institute. The selected diagnostic methods were the Smith MeterTM AccuLERT II from FMC Technologies, TurbinScope from Elster-Instromet, and The Turbo Corrector from Mercury Instruments. Tests were performed under controlled conditions and were designed to determine the ability of the selected diagnostics to detect various levels of flow meter or tube bundle blockage, grime buildup on the rotor or rotor bearings, damage to the rotor, or flow pulsations. | PR-015-11707-R01 Test Diagnostic Methods for Turbine Gas Meters | Similar to most metering technologies, turbine meters are known to be affected by abnormal flow or abnormal mechanical conditions which can cause bias in flow measurement. These types of flow […] | publish | Uncategorized | open | open | pr-015-11707-r01-test-diagnostic-methods-for-turbine-gas-meters | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-11707-r01-test-diagnostic-methods-for-turbine-gas-meters/ | 0 | 0 | raw | default | 500 | Measurement | |||||||
| 27/12/2013 | 3191 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | As a result of proposed new climate change legislation requiring carbon capture and sequestration (CCS) of atmospheric carbon dioxide (CO2) emissions, there has been increased interest in the development of carbon capture technology worldwide. CCS aims to reduce CO2 emissions to the atmosphere by capturing it from the emissions of large producers and storing it underground. One often overlooked component of the CCS process is the transmission of captured CO2 to sequestration sites. This anthropogenic, or man-made, CO2 presents unique challenges to transportation because of the inclusion of impurities such as water (H2O), Hydrogen Sulfide (H2S), Carbon Monoxide (CO), Hydrogen (H2), and Methane (CH4). These impurities cause changes in the properties of the CO2 stream and complicate the design of pipelines. Pure CO2 pipelines for Enhanced Oil Recovery (EOR) have a long history of operation in North America, but this technology must be adapted to anthropogenic CO2 uses. Other technologies can potentially be adapted from the oil and gas industry. There are still challenges to be addressed, however, before anthropogenic CO2 pipeline technology can be considered mature. The objective of this project is to pinpoint areas of CO2 pipeline technology that still require development related to anthropogenic CO2 pump stations and their operation when transporting CO2 as a dense phase or supercritical fluid. This report focuses on identifying these challenges and providing a research roadmap to guide the development of anthropogenic CO2 technology to maturity. This project identified key technology challenges related to the gas properties, equipment, and operation of anthropogenic CO2 pipeline pump stations. Through an extensive literature review, interviews with industry professionals, and input from the PRCI committee, a list of relevant technology challenges was developed. The technologies were then ranked the level of development of these challenges using the Technology Readiness Level (TRL) scale to identify technologies in need of significant development. This report addresses the progress of technologies determined to have a low TRL level of development. | PR-015-12205-R01 Technology Challenges for Liquid CO2 Pump Stations | As a result of proposed new climate change legislation requiring carbon capture and sequestration (CCS) of atmospheric carbon dioxide (CO2) emissions, there has been increased interest in the development of […] | publish | Uncategorized | open | open | pr-015-12205-r01-technology-challenges-for-liquid-co2-pump-stations | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-12205-r01-technology-challenges-for-liquid-co2-pump-stations/ | 0 | 0 | raw | default | 250 | Compressor & Pump Station | |||||||
| 24/07/2014 | 3192 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Hydrotesting is a key component of pipeline integrity management. This testing is one of the primary methods used by pipeline operators during the commissioning process of a line segment. Hydrotesting is also used to validate the maximum allowable operating pressure (MAOP) of existing pipelines. One element of this test is to identify water leaks in a timely fashion so that they can be fixed before the pipeline is returned to service. The most commonly-cited method for leak detection during hydrotesting is the use of sulfur hexafluoride (SF6) as a tracer compound. This tracer is a powerful greenhouse gas and, thus, a project was initiated to determine if alternate means of leak detection are available for this application. Based on the concerns of pipeline operators, PRCI initiated a project to identify and explore possible alternatives to the use of SF6. These alternatives could be in the form of an alternative tracer compound or through the use of a different leak detection technology. The objectives of the project were to identify possible alternate technologies and then to choose two or three for further exploration after a tradeoff study was performed to grade each technology against a set of requirements. This document provides final reporting for this project. | PR-015-123741-R01 Alternatives to Current Leak Detection Approaches for Hydrotesting | Hydrotesting is a key component of pipeline integrity management. This testing is one of the primary methods used by pipeline operators during the commissioning process of a line segment. Hydrotesting […] | publish | Uncategorized | open | open | pr-015-123741-r01-alternatives-to-current-leak-detection-approaches-for-hydrotesting | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-123741-r01-alternatives-to-current-leak-detection-approaches-for-hydrotesting/ | 0 | 0 | raw | default | 500 | Surveillance, Operations & Monitoring | |||||||
| 09/10/2013 | 3193 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This study was focused on determining the effects of thermal radiant energy on ultrasonic meter accuracy at flow rates less than 10% of meter capacity. A straight run ultrasonic meter installation consistent with the recommendations of AGA Report Number 9 was assembled, and arrays of heat lamps were mounted above the meter run. The heat lamp arrays were energized in banks in order to simulate different modes of shading of the meter run assembly to determine the influence of solar radiation on flow measurement at low flow rates. Observed flow measurement errors were evaluated by analysis of ultrasonic meter diagnostic log data and through various temperature measurements on the pipe surface and measurements taken at the pipe centerline. The effectiveness of using a stepped thermowell compared to a bare RTD was also evaluated in these tests. | PR-015-12606-R01 Thermal Irradiance Effects on Ultrasonic Meter Performance at Low Flow Rates | This study was focused on determining the effects of thermal radiant energy on ultrasonic meter accuracy at flow rates less than 10% of meter capacity. A straight run ultrasonic meter […] | publish | Uncategorized | open | open | pr-015-12606-r01-thermal-irradiance-effects-on-ultrasonic-meter-performance-at-low-flow-rates | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-015-12606-r01-thermal-irradiance-effects-on-ultrasonic-meter-performance-at-low-flow-rates/ | 0 | 0 | raw | default | 500 | Measurement | |||||||
| 10/02/2022 | 3154 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This compendium is a selection of past PRCI research on EMAT tools used for pipeline inspections and is intended to be used a knowledge resource. Reports were selected based on their final report abstracts and does not include further analysis or an additional technical review of the final report. Meta data is provided for each resource (when available) including the length of the report, its abstract, author(s), and company that performed the research. | PR-000-22COMP-R01 EMAT Pipeline Inspection Compendium | This compendium is a selection of past PRCI research on EMAT tools used for pipeline inspections and is intended to be used a knowledge resource. Reports were selected based on […] | publish | Uncategorized | open | open | pr-000-22comp-r01-emat-pipeline-inspection-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-22comp-r01-emat-pipeline-inspection-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 23/09/2022 | 3155 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This compendium is a selection of past PRCI research on the subject of hard spots and is meant to be used a knowledge resource. Reports were selected based on their final report abstracts and does not include further analysis or an additional technical review of the final report. Metadata is provided for each resource (when available) including the length of the report, its abstract, author(s), and company that performed the research. This list of documents includes PRCI funded research as well as research that PRCI has rights to access including cofunded work and information in the public domain. The reports are grouped by the related research category assigned to each document. | PR-000-22COMP-R02 Pipe Hard Spot Management Compendium | This compendium is a selection of past PRCI research on the subject of hard spots and is meant to be used a knowledge resource. Reports were selected based on their […] | publish | Uncategorized | open | open | pr-000-22comp-r02-pipe-hard-spot-management-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-22comp-r02-pipe-hard-spot-management-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 25/09/2022 | 3156 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This compendium is a selection of past PRCI research and technical resources related to the calculation of the potential impact radius. Reports were selected based on their final report abstracts and does not include further analysis or an additional technical review of the final report. Meta data is provided for each resource (when available) including the length of the report, its abstract, author(s), and company that performed the research. This list of documents includes PRCI funded research as well as research that PRCI has rights to access including cofunded work and information in the public domain. The reports are grouped by the related research category assigned to each document. | PR-000-22COMP-R03 Potential Impact Radius Compendium | This compendium is a selection of past PRCI research and technical resources related to the calculation of the potential impact radius. Reports were selected based on their final report abstracts […] | publish | Uncategorized | open | open | pr-000-22comp-r03-potential-impact-radius-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-22comp-r03-potential-impact-radius-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 25/09/2022 | 3157 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This compendium is a selection of past PRCI research and technical resources related to cathodic protection shielding. Reports were selected based on their final report abstracts and does not include further analysis or an additional technical review of the final report. Metadata is provided for each resource (when available) including the length of the report, its abstract, author(s), and company that performed the research. This list of documents includes PRCI funded research as well as research that PRCI has rights to access including cofunded work and information in the public domain. The reports are grouped by the related research category assigned to each document. | PR-000-22COMP-R04 Cathodic Protection Shielding Compendium | This compendium is a selection of past PRCI research and technical resources related to cathodic protection shielding. Reports were selected based on their final report abstracts and does not include […] | publish | Uncategorized | open | open | pr-000-22comp-r04-cathodic-protection-shielding-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-22comp-r04-cathodic-protection-shielding-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 21/02/2023 | 3158 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried out many research projects related to evaluating the pipe materials, coating conditions, cathodic protection, and operating conditions that make pipelines susceptible to stress corrosion cracking. This document presents a summary of past PRCI funded studies related the use and effectiveness of EMAT tools used in pipeline inspection applications. Since not all studies sponsored by other industry groups (e.g., API, EPRG, APIA, etc.) or by individual pipeline companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current PRCI members and its research contractors can identify and locate project reports that might be of use in understanding the capabilities of EMAT tools. | PR-000-23COMP-R01 Stress Corrosion Cracking Susceptibility | The PRCI Technical Committees have carried out many research projects related to evaluating the pipe materials, coating conditions, cathodic protection, and operating conditions that make pipelines susceptible to stress corrosion […] | publish | Uncategorized | open | open | pr-000-23comp-r01-stress-corrosion-cracking-susceptibility | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-23comp-r01-stress-corrosion-cracking-susceptibility/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 20/07/2023 | 3159 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This compendium is a selection of past PRCI research that facilitates the operation of facilities in unattended modes. Reports were selected based on their final report abstracts and does not include further analysis or an additional technical review of the final report. Metadata is provided for each resource (when available) including the length of the report, its abstract, author(s), and company that performed the research. Links to each of the reports are provided to help facilitate quick access to reports. You must have a valid PRCI account to access these links on the PRCI website. It is recommended that when you log into PRCI's website, you enable the 'keep me logged in' feature. Not all the links will be assessable to non-PRCI members. | PR-000-23COMP-R02 Unattended Facility Operation | This compendium is a selection of past PRCI research that facilitates the operation of facilities in unattended modes. Reports were selected based on their final report abstracts and does not […] | publish | Uncategorized | open | open | pr-000-23comp-r02-unattended-facility-operation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-23comp-r02-unattended-facility-operation/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 19/06/2023 | 3160 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried out many research projects related to identifying and managing pipeline safety risks. Since not all studies sponsored by other industry groups (e.g., API, EPRG, APIA, etc.) or by individual pipeline companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current PRCI members and its research contractors can identify and locate project reports that might be of use in understanding pipeline risk management. | PR-000-23COMP-R03 Pipeline Risk Management | The PRCI Technical Committees have carried out many research projects related to identifying and managing pipeline safety risks. Since not all studies sponsored by other industry groups (e.g., API, EPRG, […] | publish | Uncategorized | open | open | pr-000-23comp-r03-pipeline-risk-management | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-23comp-r03-pipeline-risk-management/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 03/05/2023 | 3161 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This compendium is a selection of past PRCI research related to aboveground tank corrosion. Metadata is provided for each resource (when available) including the length of the report, its abstract, author(s), and company that performed the research. The process of identifying reports for this compendium involved keyword searches of all PRCI research documents (and in some cases, research by others). The list of documents identified in that keyword match was then manually reviewed for relevance. Documents that had content that was not directly relevant to the topic of this compendium, had minimal information, or duplicated information were excluded. Specifically, this study reviewed 73 documents and only selected 18 documents that were deemed relevant. Key excerpts and/or notes were taken from those documents and are included here. In many cases, the excerpt/notes are adequate such that the source document does not need to be read separately. However, there are some documents that contain much more content than can be adequately summarized herein. In those cases, the note recommends reviewing that document in its entirety. Links to each of the reports are provided to help facilitate quick access to the related reports. A valid PRCI account is needed to access these links on the PRCI website. | PR-000-23COMP-R04 Aboveground Tank Corrosion Comprehensive Compendium | This compendium is a selection of past PRCI research related to aboveground tank corrosion. Metadata is provided for each resource (when available) including the length of the report, its abstract, […] | publish | Uncategorized | open | open | pr-000-23comp-r04-aboveground-tank-corrosion-comprehensive-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-23comp-r04-aboveground-tank-corrosion-comprehensive-compendium/ | 0 | 0 | raw | default | 100 | Compendium | |||||||
| 03/05/2023 | 3162 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This compendium is a selection of past PRCI research related to the formation and management of pipe with wrinkles. Metadata is provided for each resource (when available) including the length of the report, its abstract, author(s), and company that performed the research. The process of identifying reports for this compendium involved keyword searches of all PRCI research documents (and in some cases, research by others). The list of documents identified in that keyword match was then manually reviewed for relevance. Documents that had content that was not directly relevant to the topic of this compendium, had minimal information, or duplicated information were excluded. Specifically, this study reviewed 163 documents and only selected 61 documents that were deemed relevant. Key excerpts and/or notes were taken from those documents and are included here. In many cases, the excerpt/notes are adequate such that the source document does not need to be read separately. However, there are some documents that contain much more content than can be adequately summarized herein. In those cases, the note recommends reviewing that document in its entirety. Links to each of the reports are provided to help facilitate quick access to the related reports. A valid PRCI account is needed to access these links on the PRCI website. It is recommended that when logging onto PRCI's website, the 'keep me logged in' feature is enabled. Not all the links will be assessable to non-PRCI members. | PR-000-23COMP-R05 Pipe Wrinkles Comprehensive Compendia | This compendium is a selection of past PRCI research related to the formation and management of pipe with wrinkles. Metadata is provided for each resource (when available) including the length […] | publish | Uncategorized | open | open | pr-000-23comp-r05-pipe-wrinkles-comprehensive-compendia | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-23comp-r05-pipe-wrinkles-comprehensive-compendia/ | 0 | 0 | raw | default | 100 | Compendium | |||||||
| 20/07/2023 | 3163 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This compendium is a selection of past PRCI research related to corrosion and temperature. Metadata is provided for each resource (when available) including the length of the report, its abstract, author(s), and company that performed the research. Links to each of the reports are provided to help facilitate quick access to the related reports. A valid PRCI account is needed to access these links on the PRCI website. It is recommended that when logging onto PRCI's website, the 'keep me logged in' feature is enabled. Not all the links will be assessable to non-PRCI members. | PR-000-23COMP-R06 Temperature Impact on Corrosion | This compendium is a selection of past PRCI research related to corrosion and temperature. Metadata is provided for each resource (when available) including the length of the report, its abstract, […] | publish | Uncategorized | open | open | pr-000-23comp-r06-temperature-impact-on-corrosion | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-23comp-r06-temperature-impact-on-corrosion/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 20/07/2023 | 3164 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This compendium is a selection of past PRCI research related to biofuels. Metadata is provided for each resource (when available) including the length of the report, its abstract, author(s), and company that performed the research. Links to each of the reports are provided to help facilitate quick access to the related reports. A valid PRCI account is needed to access these links on the PRCI website. It is recommended that when logging onto PRCI's website, the 'keep me logged in' feature is enabled. Not all the links will be assessable to non-PRCI members. | PR-000-23COMP-R07 Ethanol – Biodiesel Transportation and Storage | This compendium is a selection of past PRCI research related to biofuels. Metadata is provided for each resource (when available) including the length of the report, its abstract, author(s), and […] | publish | Uncategorized | open | open | pr-000-23comp-r07-ethanol-biodiesel-transportation-and-storage | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-23comp-r07-ethanol-biodiesel-transportation-and-storage/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 25/07/2023 | 3165 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This compendium is a selection of past PRCI research related to corrosion and temperature. Metadata is provided for each resource (when available) including the length of the report, its abstract, author(s), and company that performed the research. Links to each of the reports are provided to help facilitate quick access to the related reports. A valid PRCI account is needed to access these links on the PRCI website. It is recommended that when logging onto PRCI's website, the 'keep me logged in' feature is enabled. Not all the links will be assessable to non-PRCI members. | PR-000-23COMP-R09 Disbonded, Damaged, and Failed Coating | This compendium is a selection of past PRCI research related to corrosion and temperature. Metadata is provided for each resource (when available) including the length of the report, its abstract, […] | publish | Uncategorized | open | open | pr-000-23comp-r09-disbonded-damaged-and-failed-coating | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-23comp-r09-disbonded-damaged-and-failed-coating/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 20/11/2023 | 3166 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A list of reports from PRCI and others on designing pipeline systems to minimize the potential for running ductile fracture. | PR-000-23COMP-R10 Pipeline Running Fracture | A list of reports from PRCI and others on designing pipeline systems to minimize the potential for running ductile fracture. | publish | Uncategorized | open | open | pr-000-23comp-r10-pipeline-running-fracture | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-23comp-r10-pipeline-running-fracture/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 20/11/2023 | 3167 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A list of PRCI and other reports related to the design and operation of pipelines as they cross rivers. This work does not include content on horizontal directional drills which is the subject of its own compendium. | PR-000-23COMP-R11 Pipeline River Crossing Management | A list of PRCI and other reports related to the design and operation of pipelines as they cross rivers. This work does not include content on horizontal directional drills which […] | publish | Uncategorized | open | open | pr-000-23comp-r11-pipeline-river-crossing-management | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-23comp-r11-pipeline-river-crossing-management/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 03/09/2020 | 3168 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document provides a high-level summary of all research deliverables involving developed through the support of PRCI. The purpose of this document to aid members, research contractors, and others in identifying completed pipeline research. It should be understood that PRCI's research is continually being updated and this catalog represents a snapshot in time. PRCI's website is considered the master record of PRCI's research information. It should also be noted that not all of the research results are available to the public. There are multiple reasons for this including: · PRCI does not own the copyright to the material. This is typically the case where PRCI cofunds research with others and receives a copy of the related deliverables for member use. · The research results are preliminary, inconclusive, or incomplete. · The research results did not sufficiently pass a peer review for technical quality or rigor. · The results were deemed to provide cost efficiencies. | PR-000-CATALOG PRCI Research Catalog | This document provides a high-level summary of all research deliverables involving developed through the support of PRCI. The purpose of this document to aid members, research contractors, and others in […] | publish | Uncategorized | open | open | pr-000-catalog-prci-research-catalog | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-catalog-prci-research-catalog/ | 0 | 0 | raw | default | 50 | Catalog | |||||||
| 04/03/2024 | 3169 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | An outline of pipeline research currently underway as well as a prospectus of work to be initiated over the next three years. | PR-000-ROAD-2026A PRCI Public Research Roadmap 2026 | An outline of pipeline research currently underway as well as a prospectus of work to be initiated over the next three years. | publish | Uncategorized | open | open | pr-000-road-2026a-prci-public-research-roadmap-2026 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-road-2026a-prci-public-research-roadmap-2026/ | 0 | 0 | raw | default | 25 | Roadmap | |||||||
| 17/08/2020 | 3170 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document provides a high-level summary of all research deliverables involving software developed with the support of PRCI. Some of these applications were written for older operating systems and may not work on current computer platforms. Many of the applications will work on current operating systems if suitable backward compatibility parameters are set for the application. | PR-000-SOFTWARE PRCI Software Catalog | This document provides a high-level summary of all research deliverables involving software developed with the support of PRCI. Some of these applications were written for older operating systems and may […] | publish | Uncategorized | open | open | pr-000-software-prci-software-catalog | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-software-prci-software-catalog/ | 0 | 0 | raw | default | 250 | Catalog | |||||||
| 24/05/2018 | 3171 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Because where potentially serious damage is found it is dug and dealt with, models that assess damage severity have no relevance in that context. But, as in-line inspection tools become better adept in identifying and characterizing potential damage, models will be needed to screen the ILI results, to determine whether a dig is warranted, and when that must happen. While criteria like B31G might be used to assess metal loss due to a gouge, the usual complexity of mechanical damage cannot be assessed simply in terms of length and depth, so validated models that can account for the complexity are required. Such models could then be evaluated parametrically to develop prioritization guidelines useful with modern inspection technologies. PRCI Projects MD-4-3 and MD-4-4 were initiated to develop such models, with the results of full-scale testing generated in Project MD-4-1 serving as the basis to assess their validity. This report presents the work done as part of PRCI Project MD-4-4, which targeted an improved model for predicting time and/or cycle-dependent failure of dent and gouge damage. In addition to meeting that objective, this project also developed the basis to predict immediate failure consistent with the scope of Project MD-4-1, which as of this reporting had not emerged from the work of Project MD-4-3. Technology framed in the context of PR3-9305 was used to predict the immediate failure due to burst testing of gouged pipe done as part of MD-4-1, and found to accurately predict those collapse-controlled failures. Technology framed in that same context also was used to predict the delayed failure due to fatigue that developed in cyclic pressure testing of gouged pipes that also was done as part of MD-4-1, and found to reasonably predict those outcomes. However, there were some results that indicated the need to better quantify the crack driving force in terms of re-rounding, and the population of defects that can develop when the damaged pipe re-rounds in the wake of damage. | PR-003-063509-R01 Models for Predicting Delayed Fatigue Failure of Pipelines at Mechanical Damage | Because where potentially serious damage is found it is dug and dealt with, models that assess damage severity have no relevance in that context. But, as in-line inspection tools become […] | publish | Uncategorized | open | open | pr-003-063509-r01-models-for-predicting-delayed-fatigue-failure-of-pipelines-at-mechanical-damage | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-003-063509-r01-models-for-predicting-delayed-fatigue-failure-of-pipelines-at-mechanical-damage/ | 0 | 0 | raw | default | 7.985 | Integrity & Inspection | |||||||
| 01/09/1997 | 3172 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report presents an assessment of the effectiveness of a hydrotest in exposing defects in new and existing onshore and offshore pipelines. The study includes an assessment of the type and size of flaws that testing can and cannot identify through pressure testing for new lines and retesting for existing lines. The study included an assessment of gas (air, nitrogen, methane, etc.) versus water pressure testing to assess leak tightness involved comparing the detectability of flaws based on gas pressure testing at either the maximum allowable operating pressure (MAOP) or up to 80 percent of specified minimum yield stress (SMYS) and water testing at pressures from 90 through 110 percent of SMYS. The study includes some evaluation of alternatives to preservice hydrotesting as the impact of hydrotesting based on the toughness of the pipe steel. | PR-003-9523-R01 Evaluation of the Benefits of Hydrotesting Gas-Transmissions Pipelines | This report presents an assessment of the effectiveness of a hydrotest in exposing defects in new and existing onshore and offshore pipelines. The study includes an assessment of the type […] | publish | Uncategorized | open | open | pr-003-9523-r01-evaluation-of-the-benefits-of-hydrotesting-gas-transmissions-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-003-9523-r01-evaluation-of-the-benefits-of-hydrotesting-gas-transmissions-pipelines/ | 0 | 0 | raw | default | 2.500 | Design, Materials & Construction | |||||||
| 28/09/1962 | 3173 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In order to provide experimental data for evaluating the problem of uncased pipeline crossings, the Association of American Railways Laboratories conducted an extensive series of tests on 8- and lZ-in. uncased pipe in which representative external loads and internal pressures were applied both simultaneously and individually. Strains in the pipe produced by these loads were measured by means of SR-4 strain gages. | PR-003-ASCE-R01 Analysis of Strain-Gage Data on Simulated Uncased Pipeline Highway and Railroad Crossings | In order to provide experimental data for evaluating the problem of uncased pipeline crossings, the Association of American Railways Laboratories conducted an extensive series of tests on 8- and lZ-in. […] | publish | Uncategorized | open | open | pr-003-asce-r01-analysis-of-strain-gage-data-on-simulated-uncased-pipeline-highway-and-railroad-crossings | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-003-asce-r01-analysis-of-strain-gage-data-on-simulated-uncased-pipeline-highway-and-railroad-crossings/ | 0 | 0 | raw | default | 7.550 | Legacy | |||||||
| 03/09/2020 | 3134 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of pipe manufactured using electric resistance welds (ERW). This document presents a summary of past PRCI funded studies and other related research that PRCI members have access to (e.g., API, EPRG, APIA, etc.). This document is intended to provide a guide to past work so that current PRCI members and its research contractors can identify and locate related research reports that might be of use in understanding pipeline cracking. In addition, it can be used to support strategic research priority efforts. | PR-000-20COMP-R09 ERW Pipe Compendium | The PRCI Technical Committees have carried many research projects related to the subject of pipe manufactured using electric resistance welds (ERW). This document presents a summary of past PRCI funded […] | publish | Uncategorized | open | open | pr-000-20comp-r09-erw-pipe-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-20comp-r09-erw-pipe-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 03/09/2020 | 3135 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects which included efforts in assessing the mechanical properties of pipe including yield strength, ultimate tensile strength, Charpy energy, etc.; this document presents a summary of past PRCI funded studies. Since not all studies sponsored by other industry groups (e.g., API, EPRG, APIA, etc.) or by individual pipelines companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current PRCI members and its research contractors can identify and locate project reports that might contain pipe material properties obtained through testing. Note that this document may reference research performed by others. PRCI believes it has the appropriate rights to share these documents with PRCI members. | PR-000-20COMP-R10 Pipe Material Properties Compendium | The PRCI Technical Committees have carried many research projects which included efforts in assessing the mechanical properties of pipe including yield strength, ultimate tensile strength, Charpy energy, etc.; this document […] | publish | Uncategorized | open | open | pr-000-20comp-r10-pipe-material-properties-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-20comp-r10-pipe-material-properties-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 02/09/2020 | 3136 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of hydrogen embrittlement and the associated cracking. This report, therefore, presents a summary of past PRCI funded studies on the topic. Since studies sponsored by other industry groups (e.g., INGAA, EPRG, APIA, CEPA, etc.) or by individual pipelines companies may not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current Technical Committee members can iden-tify and locate project reports that might be of use in addressing their current day-to-day issues related to pipeline mechanical damage. | PR-000-20COMP-R13 Hydrogen Embrittlement and Cracking Compendium | The PRCI Technical Committees have carried many research projects related to the subject of hydrogen embrittlement and the associated cracking. This report, therefore, presents a summary of past PRCI funded […] | publish | Uncategorized | open | open | pr-000-20comp-r13-hydrogen-embrittlement-and-cracking-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-20comp-r13-hydrogen-embrittlement-and-cracking-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 02/09/2020 | 3137 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of cracks in pipe and, more specifically, the failure mechanisms associated with pipe that contains cracks. This document presents a summary of past PRCI funded studies related to the reasons and mechanisms as to how pipe and pipe components that contain cracks fail. Since not all studies sponsored by other industry groups (e.g., API, EPRG, APIA, etc.) or by individual pipelines companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to pro-vide a guide to past work so that current PRCI members and its research contractors can identify and locate project reports that might be of use in understanding the processes involved with failures of pipes that contain cracks. | PR-000-20COMP-R19 Why Pipe with Cracks Fail Compendium | The PRCI Technical Committees have carried many research projects related to the subject of cracks in pipe and, more specifically, the failure mechanisms associated with pipe that contains cracks. This […] | publish | Uncategorized | open | open | pr-000-20comp-r19-why-pipe-with-cracks-fail-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-20comp-r19-why-pipe-with-cracks-fail-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 25/01/2022 | 3138 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried multiple research projects related assessing the burst pressure of pipe and pipe components that contain defects. This report, therefore, presents a summary of past PRCI funded studies in this area of valve spacing and automation. Since not all studies sponsored by other industry groups (e.g., AGA, EPRG, etc.) or by individual pipeline companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current TC members can identify and locate project reports that might be of use in identifying previous PRCI research that includes burst pressure data and related topics. | PR-000-21COMP-R01 Pipe Burst Pressure Compendium | The PRCI Technical Committees have carried multiple research projects related assessing the burst pressure of pipe and pipe components that contain defects. This report, therefore, presents a summary of past […] | publish | Uncategorized | open | open | pr-000-21comp-r01-pipe-burst-pressure-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-21comp-r01-pipe-burst-pressure-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 28/04/2021 | 3139 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This summary report of past PRCI-funded projects and related research is intended to make it easier for member companies and research contractors to identify and locate past projects in order to avoid unnecessary replication or research efforts and to aid in the implementation and use of this research. | PR-000-21COMP-R02 Greenhouse Gas Emissions Reductions Compendium | This summary report of past PRCI-funded projects and related research is intended to make it easier for member companies and research contractors to identify and locate past projects in order […] | publish | Uncategorized | open | open | pr-000-21comp-r02-greenhouse-gas-emissions-reductions-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-21comp-r02-greenhouse-gas-emissions-reductions-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 12/11/2021 | 3140 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have completed multiple research projects that evaluated the use of elements inserted into the flow stream to condition the flow profile of the fluid. Since not all studies sponsored by other industry groups (e.g., API, EPRG, APIA, etc.) or by individual pipelines companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current PRCI members and its research contractors can identify and locate project reports that might be in the demonstration of the use of flow conditioning in pipeline applications. | PR-000-21COMP-R03 Flow Conditioning Compendium | The PRCI Technical Committees have completed multiple research projects that evaluated the use of elements inserted into the flow stream to condition the flow profile of the fluid. Since not […] | publish | Uncategorized | open | open | pr-000-21comp-r03-flow-conditioning-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-21comp-r03-flow-conditioning-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 01/09/2021 | 3141 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried multiple research projects related to the subject of valve spacing and automation. This report, therefore, presents a summary of past PRCI funded studies in the area of valve spacing and automation. Since not all studies sponsored by other industry groups (e.g., INGAA, EPRG, APIA, CEPA, etc.) or by individual pipeline companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current TC members can identify and locate project reports that might be of use in addressing their current day-to-day valve spacing, the related noise issues, and automation issues. | PR-000-21COMP-R04 Valve Spacing and Automation Compendium | The PRCI Technical Committees have carried multiple research projects related to the subject of valve spacing and automation. This report, therefore, presents a summary of past PRCI funded studies in […] | publish | Uncategorized | open | open | pr-000-21comp-r04-valve-spacing-and-automation-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-21comp-r04-valve-spacing-and-automation-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 12/10/2022 | 3142 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried multiple research projects related the design and operation of pipelines transporting carbon dioxide. This report presents a summary of past PRCI funded studies related to carbon dioxide pipelines. Since not all studies sponsored by other industry groups (e.g., AGA, EPRG, etc.) or by individual pipeline companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current TC members can identify and locate project reports that might be of use in identifying previous PRCI research that is related to the transportation of carbon dioxide by pipeline and related topics. | PR-000-21COMP-R05 Carbon Dioxide Pipelines Compendium | The PRCI Technical Committees have carried multiple research projects related the design and operation of pipelines transporting carbon dioxide. This report presents a summary of past PRCI funded studies related […] | publish | Uncategorized | open | open | pr-000-21comp-r05-carbon-dioxide-pipelines-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-21comp-r05-carbon-dioxide-pipelines-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 22/10/2021 | 3143 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried multiple research projects related to erosion of pipelines and fittings due to debris and other materials inside the pipeline. This report presents a summary of past PRCI funded studies related to the topic as well as public domain documents and other reports shared with PRCI. Since not all studies sponsored by other industry groups (e.g., AGA, EPRG, etc.) or by individual pipeline companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current TC members can identify and locate project reports that might be of use in identifying previous PRCI research that is related to the erosion of pipe and pipe components and related topics. This document is unrelated to soil erosion around pipelines. | PR-000-21COMP-R06 Pipeline and Pipe Component Erosion Compendium | The PRCI Technical Committees have carried multiple research projects related to erosion of pipelines and fittings due to debris and other materials inside the pipeline. This report presents a summary […] | publish | Uncategorized | open | open | pr-000-21comp-r06-pipeline-and-pipe-component-erosion-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-21comp-r06-pipeline-and-pipe-component-erosion-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 26/10/2021 | 3144 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried multiple research projects related to the influence of microbiologically in internal corrosion of steel pipe and pipe components. This report presents a summary of past PRCI funded studies in this area. Since not all studies sponsored by other in-dustry groups (e.g., API, AGA, EPRG, etc.) or by individual pipeline companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current PRCI members can identify and locate project reports that might be of use in identifying previous PRCI research that includes information on microbiologically influenced corrosion and related topics. | PR-000-21COMP-R08 Microbiologically Influenced Corrosion Compendium | The PRCI Technical Committees have carried multiple research projects related to the influence of microbiologically in internal corrosion of steel pipe and pipe components. This report presents a summary of […] | publish | Uncategorized | open | open | pr-000-21comp-r08-microbiologically-influenced-corrosion-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-21comp-r08-microbiologically-influenced-corrosion-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 01/09/2021 | 3145 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried multiple research projects related to the subject of weld seam corrosion. This report, therefore, presents a summary of past PRCI funded studies in the area of weld seam corrosion. Since not all studies sponsored by other industry groups (e.g., INGAA, EPRG, APIA, CEPA, etc.) or by individual pipeline companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current TC members can identify and locate project reports that might be of use in addressing weld seam corrosion issues. | PR-000-21COMP-R09 Weld Seam Corrosion Compendium | The PRCI Technical Committees have carried multiple research projects related to the subject of weld seam corrosion. This report, therefore, presents a summary of past PRCI funded studies in the […] | publish | Uncategorized | open | open | pr-000-21comp-r09-weld-seam-corrosion-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-21comp-r09-weld-seam-corrosion-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 11/11/2021 | 3146 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have completed multiple research projects that used artificial intelligence techniques; this is a summary of that work. Since not all studies sponsored by other industry groups (e.g., API, EPRG, APIA, etc.) or by individual pipelines companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current PRCI members and its research contractors can identify and locate project reports that might be in the demonstration of the use of using artificial intelligence methods to support the enhancement of the safe, efficient, and reliable operation of pipeline systems. | PR-000-21COMP-R12 Artificial Intelligence Compendium | The PRCI Technical Committees have completed multiple research projects that used artificial intelligence techniques; this is a summary of that work. Since not all studies sponsored by other industry groups […] | publish | Uncategorized | open | open | pr-000-21comp-r12-artificial-intelligence-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-21comp-r12-artificial-intelligence-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 10/02/2022 | 3147 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have completed multiple research projects related to electrical current interference on cathodic protection systems from power lines and other sources. Since not all studies sponsored by other industry groups (e.g., API, EPRG, APIA, etc.) or by individual pipeline companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current PRCI members and research contractors can identify and locate project reports that might be useful in addressing current interference issues in pipeline applications. | PR-000-21COMP-R13 AC Interference and Corrosion Compendium | The PRCI Technical Committees have completed multiple research projects related to electrical current interference on cathodic protection systems from power lines and other sources. Since not all studies sponsored by […] | publish | Uncategorized | open | open | pr-000-21comp-r13-ac-interference-and-corrosion-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-21comp-r13-ac-interference-and-corrosion-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 01/11/2021 | 3148 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the pipelines coated with fusion bond epoxy (FBE) coatings. This document presents a summary of past PRCI funded studies related the effectiveness of those coatings to protect pipelines and related fittings to external corrosion. Since not all studies sponsored by other industry groups (e.g., API, EPRG, APIA, etc.) or by individual pipelines companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current PRCI members and its research contractors can identify and locate project reports that might be of use in understanding the processes involved with the use of FBE coatings. | PR-000-21COMP-R14 External Pipeline Coatings – FBE Compendium | The PRCI Technical Committees have carried many research projects related to the pipelines coated with fusion bond epoxy (FBE) coatings. This document presents a summary of past PRCI funded studies […] | publish | Uncategorized | open | open | pr-000-21comp-r14-external-pipeline-coatings-fbe-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-21comp-r14-external-pipeline-coatings-fbe-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 05/02/2024 | 3149 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes measurement devices suitable for the retrofit installation of inline flow measurements. Retrofit applications are defined as installations where minimal piping modifications are required and, preferably, the modifications can be done without taking the system out of service. The document includes recommendations and best practices that help minimize error as well as methods to perform in situ calibration of those measurement devices. | PR000-22605-R01 Design Guideline for Retrofittable Inline Flow Measurement | This report describes measurement devices suitable for the retrofit installation of inline flow measurements. Retrofit applications are defined as installations where minimal piping modifications are required and, preferably, the modifications […] | publish | Uncategorized | open | open | pr000-22605-r01-design-guideline-for-retrofittable-inline-flow-measurement | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr000-22605-r01-design-guideline-for-retrofittable-inline-flow-measurement/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 10/03/2026 | 3150 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In pipeline systems, whether gas or liquid, achieving a perfect balance between inbound and outbound volume, mass, or energy is unattainable due to measurement uncertainties, operational noise, and accounting errors. This report introduces advanced analytic methods which aid in getting closer to the 'perfect balance' by identifying specific meters contributing to balance discrepancies and by improving the accuracy of estimating the inventory of the product in the pipeline. By reducing measurement uncertainty, operators can enhance leak detection sensitivity and pinpoint where efforts should be focused to address specific measurement problems. The methods developed in this effort have been validated using double-blind simulated data and tested against a real dataset. Enhancements to reduce measurement uncertainty allow lost and unaccounted methods to reliably identify leaks, theft, and other unexpected or unaccounted-for product loss. These methods also support the ability to find smaller leaks using online leak detection systems. The target audience for this document is Measurement technicians, Measurement specialists, Measurement accountants, and Leak detection experts. This document also makes a good primer for individuals that are new to product measurement in the pipeline industry. | PR000-22605-R04 Methods to Reduce the Threshold of Detection of Identifying Leaks | In pipeline systems, whether gas or liquid, achieving a perfect balance between inbound and outbound volume, mass, or energy is unattainable due to measurement uncertainties, operational noise, and accounting errors. […] | publish | Uncategorized | open | open | pr000-22605-r04-methods-to-reduce-the-threshold-of-detection-of-identifying-leaks | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr000-22605-r04-methods-to-reduce-the-threshold-of-detection-of-identifying-leaks/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 10/03/2026 | 3151 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Calculating an accurate inventory of a product inside a pipeline system is critical to accurately estimating pipeline leak/loss for computational pipeline monitoring and lost and unaccounted methods. This document describes methods to calculate pipeline inventory for systems transporting single phase liquid and gaseous products. Several pitfalls with the current methods and common practices are identified along with enhancements and recommendations. The enhanced methods identified include methods to better account for transient conditions on gaseous pipelines that are more accurate than steady state methods but are simpler to implement than full transient pipeline models and produce nearly the same level of accuracy for single phase products. The target audience for this document are measurement accounting specialists, supervisory control and data acquisition (SCADA) integrators, and software suppliers of measurement accounting systems, leak detection systems, and SCADA systems | PR000-22605-R05 Reliable Methods for Pipeline Inventory Calculations | Calculating an accurate inventory of a product inside a pipeline system is critical to accurately estimating pipeline leak/loss for computational pipeline monitoring and lost and unaccounted methods. This document describes […] | publish | Uncategorized | open | open | pr000-22605-r05-reliable-methods-for-pipeline-inventory-calculations | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr000-22605-r05-reliable-methods-for-pipeline-inventory-calculations/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 03/06/2024 | 3152 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This document describes methods to calculate estimated gas compressibility without having the full gas composition. The purpose of these methods is for use cases where reasonable accuracy is required but not critical and the methods must be computationally efficient such that they can be used in programmable logic controllers, remote terminal units, and supervisory control and data acquisition systems; akin to the functionality of the NX-19 or AGA-8 Gross methods but with higher accuracy. Multiple simplified calculation methods were evaluated with one method performing significantly better than the other methods. The best performing method was then tuned to better fit the reference data. The equations and associated source code for that method are contained as appendices in this report. The methods discussed here were analyzed only with respect to the application to gas phase (including some supercritical conditions) natural gas with minimal helium, hydrogen, or hydrogen sulfide. This version includes source code on the calculation method. | PR000-22605-R06 Accurate Compressibility Estimates for Natural Gas | This document describes methods to calculate estimated gas compressibility without having the full gas composition. The purpose of these methods is for use cases where reasonable accuracy is required but […] | publish | Uncategorized | open | open | pr000-22605-r06-accurate-compressibility-estimates-for-natural-gas | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr000-22605-r06-accurate-compressibility-estimates-for-natural-gas/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 07/01/2025 | 3153 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes the various methods for calculating lost and unaccounted for gas and liquid in measurement accounting systems used in transportation via pipelines. A recommendation is made for a standardized approach. The approach is suitable for entire pipeline systems as well as subsections thereof. A corresponding spreadsheet is provided to provide an independent validation method for existing measurement accounting systems. | PR000-22605-Z03 Standardized Method for Calculating Lost and Unaccounted | This report describes the various methods for calculating lost and unaccounted for gas and liquid in measurement accounting systems used in transportation via pipelines. A recommendation is made for a […] | publish | Uncategorized | open | open | pr000-22605-z03-standardized-method-for-calculating-lost-and-unaccounted | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr000-22605-z03-standardized-method-for-calculating-lost-and-unaccounted/ | 0 | 0 | raw | default | 150 | Measurement | |||||||
| 01/11/1962 | 3114 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Assess the effect of 'non-standard' velocity distributions upstream of an orifice meter upon the accuracy of the meter. | NY-34-R01 The Relationship of Upstream Flow Distortion and Accuracy of Orifice Meters | Assess the effect of ‘non-standard’ velocity distributions upstream of an orifice meter upon the accuracy of the meter. | publish | Uncategorized | open | open | ny-34-r01-the-relationship-of-upstream-flow-distortion-and-accuracy-of-orifice-meters | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ny-34-r01-the-relationship-of-upstream-flow-distortion-and-accuracy-of-orifice-meters/ | 0 | 0 | raw | default | 145 | Legacy | |||||||
| 07/11/2021 | 3115 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Reviews the accuracy of various test methods for measuring the emissions of volatile organic compounds from natural gas fueled reciprocating engines. This white paper points out some deficiencies inherent in some of the test methods. The study also evaluates what species of volatile organic compounds are applicable to this class of engines. | PO312-19200-E01 Test Method Evaluation and VOC Exhaust Species for Natural Gas-Fired Reciprocating Engines | Reviews the accuracy of various test methods for measuring the emissions of volatile organic compounds from natural gas fueled reciprocating engines. This white paper points out some deficiencies inherent in […] | publish | Uncategorized | open | open | po312-19200-e01-test-method-evaluation-and-voc-exhaust-species-for-natural-gas-fired-reciprocating-engines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/po312-19200-e01-test-method-evaluation-and-voc-exhaust-species-for-natural-gas-fired-reciprocating-engines/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 09/11/2017 | 3116 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report presents results of a field test, at an underground gas storage facility, of a new stationary leak detection system and reviews other technologies that are currently available or being developed. | PO-581-16700-R01 Methane Leak Detection and Quantification Systems for Underground Storage Facilities | This report presents results of a field test, at an underground gas storage facility, of a new stationary leak detection system and reviews other technologies that are currently available or […] | publish | Uncategorized | open | open | po-581-16700-r01-methane-leak-detection-and-quantification-systems-for-underground-storage-facilities | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/po-581-16700-r01-methane-leak-detection-and-quantification-systems-for-underground-storage-facilities/ | 0 | 0 | raw | default | 250 | Underground Storage | |||||||
| 23/08/2015 | 3117 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Previous work identified cases where relatively minor changes in air manifold pressure led to engine detonation. This occurred under lean combustion conditions where detonation is believed to be unlikely. This indicates that it is as equally important to have stable engine control functions as it is to have the proper air/fuel setpoint. The objective of this work is to identify alternatives to conventional control techniques that can be employed on reciprocating engines used in the natural gas transportation industry to enhance air/fuel control stability which in turn should improve combustion stability. The report identifies an alternate control method that adds symmetric/asymmetric dynamic integral control to the standard PID control method. While the example here is applied to reciprocating engine air/fuel control specifically, the control method can apply to many other complicated control methods such as surge control, flow control, temperature control, and pressure control. The report includes an example implementation for Allen-Bradley controlers using IEC 61131-3 Function Blocks. | PR-000-14216-R02 An Alternative to PID Control for Critical Control Functions | Previous work identified cases where relatively minor changes in air manifold pressure led to engine detonation. This occurred under lean combustion conditions where detonation is believed to be unlikely. This […] | publish | Uncategorized | open | open | pr-000-14216-r02-an-alternative-to-pid-control-for-critical-control-functions | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-14216-r02-an-alternative-to-pid-control-for-critical-control-functions/ | 0 | 0 | raw | default | 1.500 | Compressor & Pump Station | |||||||
| 21/07/2015 | 3118 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Combustion stability is an important factor to maintain long engine life, achieve maximum engine efficiency, and help assure compliance with emission limits. Continuous combustion pressure monitoring is the best method to reliably detect combustion instabilities (misfires, late fires, auto-ignition, and detonation) but it is currently installed on a small portion of the reciprocating engines used in the natural gas transportation industry. This project evaluates the potential of using the engine speed to detect and warn equipment operators of the presence of combustion instabilities. The intent is to provide a low cost diagnostic monitoring method that can be readily retrofitted on the existing population of reciprocating engines used in the natural gas transportation industry. | PR-000-15208-R01 Reciprocating Engine Speed Stability as a Measure of Combustion Stability | Combustion stability is an important factor to maintain long engine life, achieve maximum engine efficiency, and help assure compliance with emission limits. Continuous combustion pressure monitoring is the best method […] | publish | Uncategorized | open | open | pr-000-15208-r01-reciprocating-engine-speed-stability-as-a-measure-of-combustion-stability | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-15208-r01-reciprocating-engine-speed-stability-as-a-measure-of-combustion-stability/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 10/07/2017 | 3119 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The Pipeline Research Council International has funded multiple projects focusing on using reciprocating engine operating data to diagnose combustion problems. This effort extends those techniques on reciprocating compressor units including the gas compressor, main bearings, and ancillary equipment (e. g., turbocharger, aftercooler, pumps). In addition, additional combustion monitoring techniques are described that can be implemented on most existing mainline compressor units used in the industry. Includes macro enabled spreadsheets that perform modeling fits for turbocharger and power cylinder exhaust temperatures. | PR-000-16209-Z01 Demonstration of Continuous Equipment Performance Monitoring | The Pipeline Research Council International has funded multiple projects focusing on using reciprocating engine operating data to diagnose combustion problems. This effort extends those techniques on reciprocating compressor units including […] | publish | Uncategorized | open | open | pr-000-16209-z01-demonstration-of-continuous-equipment-performance-monitoring | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-16209-z01-demonstration-of-continuous-equipment-performance-monitoring/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 18/09/2019 | 3120 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Simplified methods to estimate the hydrocarbon cricondentherm hydrocarbon dewpoint temperature and the associated phase curve are desirable in cases with limited processor power/memory or in cases where full gas composition analysis information is not available. This study developed and evaluated several methods to provide reasonable estimates of hydrocarbon dew-point temperature and the phase curve using simplified correlation methods. | PR-000-16600-R01 Correlative Estimation of Hydrocarbon Dewpoint | Simplified methods to estimate the hydrocarbon cricondentherm hydrocarbon dewpoint temperature and the associated phase curve are desirable in cases with limited processor power/memory or in cases where full gas composition […] | publish | Uncategorized | open | open | pr-000-16600-r01-correlative-estimation-of-hydrocarbon-dewpoint | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-16600-r01-correlative-estimation-of-hydrocarbon-dewpoint/ | 0 | 0 | raw | default | 100 | Measurement | |||||||
| 12/01/2019 | 3121 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of Composite Repairs. This report; therefore, presents a summary of past PRCI-funded studies in the area of Composite Repairs. Since studies sponsored by other industry groups (e.g., INGAA, EPRG, APIA, CEPA, etc.) or by individual pipeline companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current TC members can identify and locate project reports that might be of use in addressing their current day-to-day composite repair issues. | PR-000-18COMP-R02 Composite Repairs Compendium | The PRCI Technical Committees have carried many research projects related to the subject of Composite Repairs. This report; therefore, presents a summary of past PRCI-funded studies in the area of […] | publish | Uncategorized | open | open | pr-000-18comp-r02-composite-repairs-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-18comp-r02-composite-repairs-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 11/01/2019 | 3122 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of Damage Prevention. This report; therefore, presents a summary of past PRCI-funded studies in the area of Damage Prevention. Since studies sponsored by other industry groups (e.g., INGAA, EPRG, APIA, CEPA, etc.) or by individual pipeline companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current TC members can identify and locate project reports that might be of use in addressing their current day-to-day damage prevention issues. | PR-000-18COMP-R03 Damage Prevention Compendium | The PRCI Technical Committees have carried many research projects related to the subject of Damage Prevention. This report; therefore, presents a summary of past PRCI-funded studies in the area of […] | publish | Uncategorized | open | open | pr-000-18comp-r03-damage-prevention-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-18comp-r03-damage-prevention-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 11/01/2019 | 3123 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of Geohazards. This report; therefore, presents a summary of past PRCI-funded studies in the area of Geohazards. Since studies sponsored by other industry groups (e.g., INGAA, EPRG, APIA, CEPA, etc.) or by individual pipeline companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current TC members can identify and locate project reports that might be of use in addressing their current day-to-day Geohazard issues. | PR-000-18COMP-R04 Geohazards Compendium | The PRCI Technical Committees have carried many research projects related to the subject of Geohazards. This report; therefore, presents a summary of past PRCI-funded studies in the area of Geohazards. […] | publish | Uncategorized | open | open | pr-000-18comp-r04-geohazards-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-18comp-r04-geohazards-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 11/01/2019 | 3124 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of horizontal directional drilling (HDD). This report; therefore, presents a summary of past PRCI-funded studies in the area of HDD. Since studies sponsored by other industry groups (e.g., INGAA, EPRG, APIA, CEPA, etc.) or by individual pipeline companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current TC members can identify and locate project reports that might be of use in addressing their current day-to-day HDD issues. | PR-000-18COMP-R05 Horizontal Directional Drilling Compendium | The PRCI Technical Committees have carried many research projects related to the subject of horizontal directional drilling (HDD). This report; therefore, presents a summary of past PRCI-funded studies in the […] | publish | Uncategorized | open | open | pr-000-18comp-r05-horizontal-directional-drilling-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-18comp-r05-horizontal-directional-drilling-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 11/01/2019 | 3125 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of Pipeline Repairs. This report; therefore, presents a summary of past PRCI-funded studies in the area of Pipeline Repairs. Since studies sponsored by other industry groups (e.g., INGAA, EPRG, APIA, CEPA, etc.) or by individual pipeline companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current TC members can identify and locate project reports that might be of use in addressing their current day-to-day Pipeline Repair issues. | PR-000-18COMP-R06 Pipeline Repair Compendium | The PRCI Technical Committees have carried many research projects related to the subject of Pipeline Repairs. This report; therefore, presents a summary of past PRCI-funded studies in the area of […] | publish | Uncategorized | open | open | pr-000-18comp-r06-pipeline-repair-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-18comp-r06-pipeline-repair-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 02/09/2020 | 3126 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of Fitness for Service. This report, therefore, presents a summary of past PRCI funded studies in the area of Fitness for Service. Since studies sponsored by other industry groups (e.g., INGAA, EPRG, APIA, CEPA, etc.) or by individual pipelines companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to pro-vide a guide to past work so that current TC members can identify and locate project reports that might be of use in addressing their current day-to-day Fitness for Service issues. | PR-000-20COMP-R01 Fitness for Service Compendium | The PRCI Technical Committees have carried many research projects related to the subject of Fitness for Service. This report, therefore, presents a summary of past PRCI funded studies in the […] | publish | Uncategorized | open | open | pr-000-20comp-r01-fitness-for-service-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-20comp-r01-fitness-for-service-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 02/09/2020 | 3127 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of High Strength Pipe Compendium. This report, therefore, presents a summary of past PRCI funded studies in the area of High Strength Pipe. Since studies sponsored by other industry groups (e.g., INGAA, EPRG, APIA, CEPA, etc.) or by individual pipelines companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to pro-vide a guide to past work so that current TC members can identify and locate project reports that might be of use in addressing their current day-to-day high strength pipe issues. | PR-000-20COMP-R02 High Strength Pipe Compendium | The PRCI Technical Committees have carried many research projects related to the subject of High Strength Pipe Compendium. This report, therefore, presents a summary of past PRCI funded studies in […] | publish | Uncategorized | open | open | pr-000-20comp-r02-high-strength-pipe-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-20comp-r02-high-strength-pipe-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 02/09/2020 | 3128 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of Leak Detection. This report, therefore, presents a summary of past PRCI funded studies in the area of Leak Detection. Since studies sponsored by other industry groups (e.g., INGAA, EPRG, APIA, CEPA, etc.) or by individual pipelines companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current TC members can identify and locate project reports that might be of use in addressing their current day-to-day Leak Detection issues. | PR-000-20COMP-R03 Leak Detection Compendium | The PRCI Technical Committees have carried many research projects related to the subject of Leak Detection. This report, therefore, presents a summary of past PRCI funded studies in the area […] | publish | Uncategorized | open | open | pr-000-20comp-r03-leak-detection-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-20comp-r03-leak-detection-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 02/09/2020 | 3129 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of Turbochargers. This report, therefore, presents a summary of past PRCI funded studies in the area of Turbochargers. Since studies sponsored by other industry groups (e.g., INGAA, EPRG, APIA, CEPA, etc.) or by individual pipelines companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to pro-vide a guide to past work so that current TC members can identify and locate project reports that might be of use in addressing their current day-to-day Turbocharger issues. | PR-000-20COMP-R04 Turbocharger Compendium | The PRCI Technical Committees have carried many research projects related to the subject of Turbochargers. This report, therefore, presents a summary of past PRCI funded studies in the area of […] | publish | Uncategorized | open | open | pr-000-20comp-r04-turbocharger-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-20comp-r04-turbocharger-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 18/08/2020 | 3130 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of pressure testing pipelines and pipeline components. This report, therefore, presents a summary of past PRCI funded studies in this area and may include studies sponsored by other industry groups (e.g., GRI). This summary report of past PRCI-funded projects on pressure testing is intended to make it easier for member companies to identify and locate past projects in order to avoid unnecessary replication or research efforts and to aid in the implementation and use of this research. This compendium is a selection of past PRCI research on the subject of pressure testing as a method to verify pipeline and pipeline component integrity and is meant to be used a knowledge resource. Reports were selected based on their final report abstracts and does not include further analysis or an additional technical review of the final report. Meta data is provided for each resource (when available) including the length of the report, its abstract, author(s), and company that performed the research. Links to each of the reports are provided to help facilitate quick access to reports. You must have a valid PRCI account in order to use these links on the PRCI website. It is recommended that when you log into PRCI's website, you enable the 'keep me logged in' feature. | PR-000-20COMP-R05 Pressure Testing of Pipelines Compendium | The PRCI Technical Committees have carried many research projects related to the subject of pressure testing pipelines and pipeline components. This report, therefore, presents a summary of past PRCI funded […] | publish | Uncategorized | open | open | pr-000-20comp-r05-pressure-testing-of-pipelines-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-20comp-r05-pressure-testing-of-pipelines-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 09/07/2020 | 3131 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of Pipeline Mechanical Damage. This report; therefore, presents a summary of past PRCI-funded studies in the area of Pipeline Mechanical Damage. Since studies sponsored by other industry groups (e.g., INGAA, EPRG, APIA, CEPA, etc.) or by individual pipeline companies are not included, this report does not represent a review of the topic in the broader industry-wide sense. Instead, it is designed to provide a guide to past work so that current TC members can identify and locate project reports that might be of use in addressing their current day-to-day Pipeline Mechanical Damage issues. | PR-000-20COMP-R06 Pipeline Mechanical Damage Compendium | The PRCI Technical Committees have carried many research projects related to the subject of Pipeline Mechanical Damage. This report; therefore, presents a summary of past PRCI-funded studies in the area […] | publish | Uncategorized | open | open | pr-000-20comp-r06-pipeline-mechanical-damage-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-20comp-r06-pipeline-mechanical-damage-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 04/09/2020 | 3132 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of stress corrosion cracking in pipelines. This document presents a summary of past PRCI funded studies and other related research that PRCI members have access to (e.g., API, EPRG, APIA, etc.). This document is intended to provide a guide to past work so that current PRCI members and its research contractors can identify and locate project reports that might be of use in understanding pipeline stress corrosion cracking. | PR-000-20COMP-R07 Stress Corrosion Cracking Compendium | The PRCI Technical Committees have carried many research projects related to the subject of stress corrosion cracking in pipelines. This document presents a summary of past PRCI funded studies and […] | publish | Uncategorized | open | open | pr-000-20comp-r07-stress-corrosion-cracking-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-20comp-r07-stress-corrosion-cracking-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 04/09/2020 | 3133 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The PRCI Technical Committees have carried many research projects related to the subject of cracking in pipelines; this includes stress corrosion cracking, fatigue cracking, crack like (i.e., long seam), and cracking associated with mechanical damage. This document presents a summary of past PRCI funded studies and other related research that PRCI members have access to (e.g., API, EPRG, APIA, etc.). This document is intended to provide a guide to past work so that current PRCI members and its research contractors can identify and locate related research reports that might be of use in understanding pipeline cracking. In addition, it can be used to support strategic research priority efforts. | PR-000-20COMP-R08 Pipeline Cracking Compendium | The PRCI Technical Committees have carried many research projects related to the subject of cracking in pipelines; this includes stress corrosion cracking, fatigue cracking, crack like (i.e., long seam), and […] | publish | Uncategorized | open | open | pr-000-20comp-r08-pipeline-cracking-compendium | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/pr-000-20comp-r08-pipeline-cracking-compendium/ | 0 | 0 | raw | default | 0 | Compendium | |||||||
| 10/12/1982 | 3094 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Previous research showed that the threshold stress for stress corrosion cracking (SCC) of X52 steel under steady loading could be controlled at a high level (near the yield strength) if the steel were strained between 4 and 7 percent and then aged at 300F for about 1 hour. In an attempt to evaluate the feasibility of using such straining as a practical approach to preventing sec, an experimental program was conducted to evaluate the effect of such straining and aging on the threshold stress of a variety of grades of line-pipe steels subjected to the more realistic condition of cyclic stress superimposed on steady mean stress. | NG-18-28-R02 Threshold Stress for SCC Through Overstain During Pipe-Forming Operation | Previous research showed that the threshold stress for stress corrosion cracking (SCC) of X52 steel under steady loading could be controlled at a high level (near the yield strength) if […] | publish | Uncategorized | open | open | ng-18-28-r02-threshold-stress-for-scc-through-overstain-during-pipe-forming-operation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-28-r02-threshold-stress-for-scc-through-overstain-during-pipe-forming-operation/ | 0 | 0 | raw | default | 1.495 | Design, Materials & Construction | |||||||
| 10/08/1972 | 3095 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A low-blow Charpy technique was used to study the response of the notch-tip region to impact in X52, X60, X65, and Xl OO* steels. Both carbide and inclusion microcracks are formed, with the latter being longer and associated with lower toughness. Considering carbide microcracks only, spheroidite is found to be a tougher constituent than pearlite. In addition, the spheroidized structure tends to disperse slip bands. Both of these effects cause the reported improvements in ductility due to spheroidization, which in turn is related to the Charpy shelf energy. A relation between Charpy shelf energy and unnotched tensile properties is rationalized in terms of the effect of constraint on ductility and the local notch-tip strain in a Charpy bar. | NG-18-29-R01 Relation Between Microstructure and Notch Tip Behavior in the Charpy Test | A low-blow Charpy technique was used to study the response of the notch-tip region to impact in X52, X60, X65, and Xl OO* steels. Both carbide and inclusion microcracks are […] | publish | Uncategorized | open | open | ng-18-29-r01-relation-between-microstructure-and-notch-tip-behavior-in-the-charpy-test | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-29-r01-relation-between-microstructure-and-notch-tip-behavior-in-the-charpy-test/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 30/06/1975 | 3096 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Vacuum degassing of molten steel prior to casting is a process that has received increasing attention in recent years. Its advantages have been brought to the attention of steel users, but much less has been said about the problems that may be encountered when this process is used. One of the strong incentives for exploring the feasibility of vacuum degassing processes was the elimination of hydrogen from the steel to be used in heavy-forging stock. The presence of hydrogen in such steels may cause flakes and shatter cracks to form in heavy sections, and, under cyclic service stresses, the cracks may grow by a fatigue mechanism and result in the catastrophic failure of such items as generator and turbine rotors. Also, vacuum-melted steels have exhibited vast improvements in certain mechanical properties that would make them potential candidates for some critical structural applications. On the other hand, the vacuum-melting processes are quite costly and are not applicable to large-tonnage heats of steel. In the development of the vacuum-degassing process, it was hoped that some, if not all, of the advantages to be derived from the vacuum-melting process could be obtained by vacuum degassing, a process that can be applied to large-tonnage heats of steel. It would be desirable for the | NG-18-34-R01 Vacuum-Degassing and Argon-Flushing Processes that May Affect the Quality of Pipe Steels | Vacuum degassing of molten steel prior to casting is a process that has received increasing attention in recent years. Its advantages have been brought to the attention of steel users, […] | publish | Uncategorized | open | open | ng-18-34-r01-vacuum-degassing-and-argon-flushing-processes-that-may-affect-the-quality-of-pipe-steels | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-34-r01-vacuum-degassing-and-argon-flushing-processes-that-may-affect-the-quality-of-pipe-steels/ | 0 | 0 | raw | default | 525 | Legacy | |||||||
| 30/10/1972 | 3097 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The susceptibility of heat-treated, high-strength line pipe steels to hydrogen stress cracking (HSC) has been studied under laboratory conditions simulating cathodic protection in the field and also under actual field conditions. The rate at which atomic hydrogen enters steel during cathodic protection in soil environments also was determined. Generally, for steel of a given strength level, the sensitivity to HSC decreases as the rate of which hydrogen enters the steel decreases. The data obtained from this study have shown that steels with yield strengths up to 130 ksi could be used, without encountering hydrogen-stress-cracking failures under normal operating conditions, for line pipe transmission of clean (sweet) natural gas. The factors that influence hydrogen-stress cracking in hard spots in line pipe have been studied. Analysis of the operating conditions at the time of failure has not identified specific operating conditions that cause the failures, Analysis of the stresses in hard-spot regions, as the result of internal gas pressure and residual stresses, has shown that the effective hoop-tensile stress in some regions of the hard spot can be significantly greater than the stress predicted by the Barlow formula. The stress distribution is believed to be an important factor contributing to HSC in hard spots. Although all the parameters that contribute to HSC in hard spots have not been identified, methods to minimize or prevent the occurrence of HSC in hard spots have been developed. | NG-18-37-R01 Susceptibility of High-strength Pipeline Steels to Hydrogen Cracking | The susceptibility of heat-treated, high-strength line pipe steels to hydrogen stress cracking (HSC) has been studied under laboratory conditions simulating cathodic protection in the field and also under actual field […] | publish | Uncategorized | open | open | ng-18-37-r01-susceptibility-of-high-strength-pipeline-steels-to-hydrogen-cracking | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-37-r01-susceptibility-of-high-strength-pipeline-steels-to-hydrogen-cracking/ | 0 | 0 | raw | default | 500 | Legacy | |||||||
| 20/07/1971 | 3098 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The overall objective of these experiments is to examine the fracture initiation behavior of various kinds of defects in line pipe by determining the relationship between the size of a given defect and the level of internal pressure at which it will cause a leak or a rupture in the pipe. To date, 278 full-scale pipe tests have been conducted. Of these 86 have been tests of through-wall defects, 45 have been tests of defects partway through the wall, and 147 have been special-purpose tests involving defects such as gouges and dents, corrosion, and others. The diameters of the pipe materials examined have ranged from 6-5/8 inches through 42 inches and the wall thicknesses have ranged from 0.188 inch through 0.875 inch. The materials have ranged in yield strength from about 25,000 psi for API5L Grade A-25 through SLX Grade X-65 and have included some experimental X-100 materials. | NG-18-39-R01 Summary of Research to Determine the Strength of Corroded Areas in Line Pipe | The overall objective of these experiments is to examine the fracture initiation behavior of various kinds of defects in line pipe by determining the relationship between the size of a […] | publish | Uncategorized | open | open | ng-18-39-r01-summary-of-research-to-determine-the-strength-of-corroded-areas-in-line-pipe | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-39-r01-summary-of-research-to-determine-the-strength-of-corroded-areas-in-line-pipe/ | 0 | 0 | raw | default | 500 | Legacy | |||||||
| 19/10/1970 | 3099 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A tentative analysis of an unstable shear crack propagating axially in the wall of a long pipe under gas pressure is developed. Six processes known to be associated with crack propagation are treated numerically: (1) axial decompression of the gas, (2) bulging of the pipe wall, (3) radial decompression of the gas, (4) local stress and strain intensification at the crack tip, (5) plastic deformation, and (6) ductile cracking. The treatment is quasi-static; dynamic effects in the pipe wall are ignored. Because the numerical descriptions included in the model are approximate and incomplete, several variants of the basic model are examined. The response of the model is evaluated for different line pressures, geometries, and material properties and compared with full-scale test data for 100% shear cracks. A wide range of speeds can be calculated for the limits within which the system parameters are specified including the speeds observed in practice. The bulging and decompression characteristics of the model cause the crack speed to be relatively insensitive to line pressure. Yet the calculated crack speeds are influenced by yield strength and toughness of the material. The model does not provide for nonaxial crack paths, nor does it adequately describe crack-arrest possibilities. The paper represents the first step in the analysis of a complex | NG-18-40-R01 A Model for Unstable Shear Crack Propagation in Pipes Containing Gas Pressure | A tentative analysis of an unstable shear crack propagating axially in the wall of a long pipe under gas pressure is developed. Six processes known to be associated with crack […] | publish | Uncategorized | open | open | ng-18-40-r01-a-model-for-unstable-shear-crack-propagation-in-pipes-containing-gas-pressure | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-40-r01-a-model-for-unstable-shear-crack-propagation-in-pipes-containing-gas-pressure/ | 0 | 0 | raw | default | 875 | Legacy | |||||||
| 09/07/1964 | 3100 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Compilation of both full-scale test results and laboratory fracture test data on line pipe from 16 heats of steel, 8 heats of X-52, 6 heats of X-60 columbium, 1 heat of X-60 vanadium, and I heat of X-90 quenched and tempered material. | NG-18-901-R01 Experimental Data from American Gas Association Line Pipe Program | Compilation of both full-scale test results and laboratory fracture test data on line pipe from 16 heats of steel, 8 heats of X-52, 6 heats of X-60 columbium, 1 heat […] | publish | Uncategorized | open | open | ng-18-901-r01-experimental-data-from-american-gas-association-line-pipe-program | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-901-r01-experimental-data-from-american-gas-association-line-pipe-program/ | 0 | 0 | raw | default | 45.550 | Legacy | |||||||
| 01/10/1971 | 3101 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The relative effects of pearlite and spherodite on ductile, cleavage, and fatigue failure are summarized. | NG-18-902-R01 Fracture of Steels Containing Pearlite | The relative effects of pearlite and spherodite on ductile, cleavage, and fatigue failure are summarized. | publish | Uncategorized | open | open | ng-18-902-r01-fracture-of-steels-containing-pearlite | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-902-r01-fracture-of-steels-containing-pearlite/ | 0 | 0 | raw | default | 8.545 | Legacy | |||||||
| 01/12/1985 | 3102 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | After a brief summary of the service failure of the Moomba-Sydney pipeline in July 1962, and the distribution of cracks in adjacent regions, the results from subsequent laboratory studies are indicated. These included measurements of the susceptibilities to stress corrosion cracking of steels from the failure region and elsewhere on the original pipeline, a sample of steel from the by-pass subsequently built, and samples of steels representing the replacement section of the pipeline, using the tapered specimen technique. | NG-18-902-R02 Laboratory Studies Relating to Stress Corrosion Cracking on the Moomba-Sydney Pipeline | After a brief summary of the service failure of the Moomba-Sydney pipeline in July 1962, and the distribution of cracks in adjacent regions, the results from subsequent laboratory studies are […] | publish | Uncategorized | open | open | ng-18-902-r02-laboratory-studies-relating-to-stress-corrosion-cracking-on-the-moomba-sydney-pipeline | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-902-r02-laboratory-studies-relating-to-stress-corrosion-cracking-on-the-moomba-sydney-pipeline/ | 0 | 0 | raw | default | 150 | Legacy | |||||||
| 30/06/1976 | 3103 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This research program was conducted using experimental line pipe in full pipe sections to explore two objectives. The first objective was to determine whether the critical flaw size--toughness relationship developed in the A.G.A. NG-18 Research program for smaller diameter thin-wall pipes is applicable to large-diameter heavy-wall high-strength line pipe. The second objective of this investigation was to determine the relationship between the transition temperatures predicted by the Drop Weight Tear Test (DWTT) and the Dynamic Tear Test (DTT) with the fracture propagation transition temperature determined from experiments on full-size sections of line pipe. | NG-18-907-R01 Critical Flaw Size Predictions and Fracture Propagation Transition Temperatures | This research program was conducted using experimental line pipe in full pipe sections to explore two objectives. The first objective was to determine whether the critical flaw size–toughness relationship developed […] | publish | Uncategorized | open | open | ng-18-907-r01-critical-flaw-size-predictions-and-fracture-propagation-transition-temperatures | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-907-r01-critical-flaw-size-predictions-and-fracture-propagation-transition-temperatures/ | 0 | 0 | raw | default | 1.895 | Design, Materials & Construction | |||||||
| 20/08/1959 | 3104 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Evaluates the impact of carbon content with respect to the API-5LX52 specification. | NG-18-R03 Analysis of Impact-Test Results | Evaluates the impact of carbon content with respect to the API-5LX52 specification. | publish | Uncategorized | open | open | ng-18-r03-analysis-of-impact-test-results | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-r03-analysis-of-impact-test-results/ | 0 | 0 | raw | default | 1.000 | Legacy | |||||||
| 01/01/1971 | 3105 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Since the mid-1950's, a number of failures and leaks in cathodically protected line pipe have initiated in localized hard spots in the pipe wall formed by inadvertent quenching of localized areas of the pipe skelp on the runout table immediately after the final hot-rolling pass in the steel mill. Analysis of these failures indicated that cracks ultimately resulting in the ruptures or leaks, had initiated by hydrogen stress cracking (HSC). During 1969, preliminary studies were conducted to determine (1) the feasibility of using localized tempering treatments to soften hard spots in line pipe to a level at which they would be insensitive to HSC under normal gas- transmission-pipeline operating conditions and (2) the influence of such treatments on the mechanical properties of the cold- expanded pipe steel. These studies indicated that tempering for 30 minutes at temperatures up to 1000 F did not reduce the yield strength of the X-52 base steel below those of untempered pipe. This effort evaluates tempering temperatures on the mechanical properties of X-52, X-60, and X-65 pipe. | NG-18-R25 The Effect of Tempering on the Mechanical Properties of Cold-Expanded Line-Pipe Steels | Since the mid-1950’s, a number of failures and leaks in cathodically protected line pipe have initiated in localized hard spots in the pipe wall formed by inadvertent quenching of localized […] | publish | Uncategorized | open | open | ng-18-r25-the-effect-of-tempering-on-the-mechanical-properties-of-cold-expanded-line-pipe-steels | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-r25-the-effect-of-tempering-on-the-mechanical-properties-of-cold-expanded-line-pipe-steels/ | 0 | 0 | raw | default | 4.500 | Legacy | |||||||
| 01/01/1997 | 3106 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The purpose of this study was to optimize and compare several different mathematical models using the experimentally determined PVTx density data of Haynes, et al. (1976), Haynes and Hiza (1976), Hiza, et al. (1976), and Hiza (1976). These data are for the liquid phase of methane, ethane, propane, normal butane, isobutane and nitrogen, and various mixtures thereof. The temperature range of the correlations was limited (95-150 K) and the pressures to those of saturation, the range of which was about 0 to 20 atmospheres. The goals of the study were to produce one or more computer models which would predict a density of LNG (liquefied natural gas) to within 0.1% of the true value when the temperature, pressure, and composition of the LNG are specified. | NGXLNGD-R01 A Comparison of Mathematical Models for the Prediction of LNG Densities | The purpose of this study was to optimize and compare several different mathematical models using the experimentally determined PVTx density data of Haynes, et al. (1976), Haynes and Hiza (1976), […] | publish | Uncategorized | open | open | ngxlngd-r01-a-comparison-of-mathematical-models-for-the-prediction-of-lng-densities | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ngxlngd-r01-a-comparison-of-mathematical-models-for-the-prediction-of-lng-densities/ | 0 | 0 | raw | default | 3.500 | Legacy | |||||||
| 30/06/1967 | 3107 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Over the years, there has been a continuing trend toward the use of higher strength steels in the manufacture of gas-transmission line pipe. In looking for ways to obtain higher strength pipe, there are, in general, two approaches that can be considered. One involves the continued use of pre-strengthened steel plate that is formed in to a tube and welded, while the other involves forming the pipe from a suitable steel in the as-rolled or softened condition, welding, and then heat treating the final product to obtain the desired strength. Both methods offer certain advantages, but neither offers a completely satisfactory solution to the problem without further development work in one or more critical areas. A survey of the properties of 82 commercially available structural steels with yield strengths in the range of 70 to 175 ksi was conducted. Of the steels surveyed, 11 attain yield strengths in the range of 70 to 90 ksi in the as-rolled condition, and 2 attain yield strengths of 97 ksi by precipitation hardening; the remainder developed their properties by quenching and tempering. | NR196701 Survey of High-Strength Structural Steels for Pipeline Applications | Over the years, there has been a continuing trend toward the use of higher strength steels in the manufacture of gas-transmission line pipe. In looking for ways to obtain higher […] | publish | Uncategorized | open | open | nr196701-survey-of-high-strength-structural-steels-for-pipeline-applications | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/nr196701-survey-of-high-strength-structural-steels-for-pipeline-applications/ | 0 | 0 | raw | default | 4.575 | Legacy | |||||||
| 19/04/1968 | 3108 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Knowledge of the various types of defects and the examples used, have resulted from failure investigations sponsored in past years by individual pipeline companies and pipe manufacturers. One of the important observations from the examination of leaks or breaks is that, except in a very few cases of gross overload from secondary stresses, there has always been a defect of some type present at the origin of the failure. This report contains a summary of the various types of defects that have been observed to cause failure in line pipe. The description of defects has been divided into two categories: (a) those in the pipe prior to the test after construction and (b) those introduced into the pipe following the test after construction. The injurious defects in the pipe prior to the pre-service test can be eliminated by the hydrostatic test if the test pressure level is high enough-i.e; any of these defects that remain after a high-pressure test will not be serious enough to produce a leak or break later during service. The one exception to this is the occasional hard spot, which is present in the pipe wall prior to the pre-service test but is not removed by the test--such a defect has been known to later produce a leak or break because of the phenomenon of hydrogen-stress cracking. | NR196801 Types of Pipe Defects | Knowledge of the various types of defects and the examples used, have resulted from failure investigations sponsored in past years by individual pipeline companies and pipe manufacturers. One of the […] | publish | Uncategorized | open | open | nr196801-types-of-pipe-defects | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/nr196801-types-of-pipe-defects/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 09/01/1981 | 3109 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | One of the key issues associated with assessing the air quality impact of point sources is the effect of primary nitrogen oxide (NOx) emissions on the downwind concentrations of nitrogen dioxide (NO2). Since most of the NOx emitted from stationary combustion sources is in the form of nitric oxide (NO), it is therefore necessary to predict the formation rate of NO2. This report summarizes the results of a filed program conducted in 1979 and 1980 by Engineering-Science (ES) directed at understanding the NO to NO2 conversion processes which occur in the plumes downwind from natural gas-fired compressor station engines. Also from the examination of the field study data, what in-stack, air quality or meteorological factors were most important to the NO to NO2 oxidation reactions. Conclusions drawn from report include: thermal conversion was found to be relatively unimportant to the overall oxidation of NO to NO2; the total conversion method was found to be a poor predictor; the exponential method was found to be a poor predictor; the ozone limiting method was found to have merit but still had deficiencies; the algebraic photostationary state method was found to have merit as a predictive model; and the integrated chemistry method proved to be a little better predictor of NO2 values than the ozone limiting or photostationary state method. | NR198102 NO to NO2 Conversion Rates in Compressor Station Stack Effluents | One of the key issues associated with assessing the air quality impact of point sources is the effect of primary nitrogen oxide (NOx) emissions on the downwind concentrations of nitrogen […] | publish | Uncategorized | open | open | nr198102-no-to-no2-conversion-rates-in-compressor-station-stack-effluents | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/nr198102-no-to-no2-conversion-rates-in-compressor-station-stack-effluents/ | 0 | 0 | raw | default | 4.500 | Legacy | |||||||
| 26/07/1983 | 3110 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | For natural gas or liquid CO2 pipelines, unstable ductile fracture can occur when the pressure at the propagating crack tip is sufficient to cause the crack driving force to exceed the fracture resistance of the line pipe material. In the past, when these conditions existed, unstable ductile fractures have been known to propagate for significant distances. The objective was to investigate the ability of various designs to arrest an axially propagating ductile fracture and to optimize the design of crack arrestors. The experimental evaluations involved a scale model approach to evaluate the different arrestor designs. By testing two different sizes of pipe and a variety of test conditions, it was possible to evaluate the ability of scale model experimental data to predict full-scale behavior. By normalizing the arrestor length and radial clearance to the pipe diameter, the arrest/propagate boundary lines for various arrestor designs were equally effective in describing the behavior of crack arrestors thus adding credence to the contention that the model crack arrestor experiments can predict full-scale behavior. | NR198308 Design and Optimization of Mechanical Crack Arrestors for Pipelines | For natural gas or liquid CO2 pipelines, unstable ductile fracture can occur when the pressure at the propagating crack tip is sufficient to cause the crack driving force to exceed […] | publish | Uncategorized | open | open | nr198308-design-and-optimization-of-mechanical-crack-arrestors-for-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/nr198308-design-and-optimization-of-mechanical-crack-arrestors-for-pipelines/ | 0 | 0 | raw | default | 5.000 | Legacy | |||||||
| 08/01/1988 | 3111 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In recent years a number of important developments in steel making, rolling, and heat treatment have been applied to the production of plate for API Grades X65 through X80 line pipe. Based on industry interest in the performance of these steels in line pipe, a research task was to investigate the characteristics of representative examples of these new pipes. The objectives of this task are to provide independent measurements of pipe properties and to examine the metallurgical characteristics that may affect their performance in service. It is anticipated that information from the task will aid users in the selection of pipe for future gas-transmission lines. This report presents the results of an evaluation of an X80 pipe fabricated from a microalloyed, controlled-rolled steel processed using on-line accelerated cooling. | NR198803 Evaluation of an X80 Pipe Fabricated from a Plate Processed using On-line Accelerated Cooling | In recent years a number of important developments in steel making, rolling, and heat treatment have been applied to the production of plate for API Grades X65 through X80 line […] | publish | Uncategorized | open | open | nr198803-evaluation-of-an-x80-pipe-fabricated-from-a-plate-processed-using-on-line-accelerated-cooling | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/nr198803-evaluation-of-an-x80-pipe-fabricated-from-a-plate-processed-using-on-line-accelerated-cooling/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 22/08/1990 | 3112 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The specific objectives of this review program were: (1) to examine the effects that various research investigations have had on the state-of-the-art for cathodic protection in the gas pipeline industry and to define directions of future investigations, and, (2) to provide a convenient, comprehensive report that documents and summarizes the accomplishments of research projects conducted by both PRC and outside organizations relating to the specific research goals of the Corrosion Supervisory Committee. | NR199001 Assessment of Research on Cathodic Protection of Buried Pipeline | The specific objectives of this review program were: (1) to examine the effects that various research investigations have had on the state-of-the-art for cathodic protection in the gas pipeline industry […] | publish | Uncategorized | open | open | nr199001-assessment-of-research-on-cathodic-protection-of-buried-pipeline | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/nr199001-assessment-of-research-on-cathodic-protection-of-buried-pipeline/ | 0 | 0 | raw | default | 3.500 | Legacy | |||||||
| 01/07/1963 | 3113 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Evaluates the potential of using pipelines as a medium for electronic communications. | NX-32-R02 Use of Pipe Lines as a Communication Media | Evaluates the potential of using pipelines as a medium for electronic communications. | publish | Uncategorized | open | open | nx-32-r02-use-of-pipe-lines-as-a-communication-media | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/nx-32-r02-use-of-pipe-lines-as-a-communication-media/ | 0 | 0 | raw | default | 47 | Legacy | |||||||
| 23/12/1977 | 3074 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this research program was to obtain an understanding of fracture initiation and propagation in an underwater pipeline. A single experiment was conducted using a modified West Jefferson test consisting of a "test" vessel inside a larger "containment" vessel. The smaller vessel consisted of a flawed length of line pipe containing water and an air pocket in the same manner as a conventional West Jefferson test. The larger vessel contained water to a level above the test pipe and a shock-absorbing air pocket such that it could be pressurized to exert external pressure on the test vessel to simulate any given depth of water. | NG-18-09-R02 Fracture Initiation and Propagation in an Underwater Pipeline | The objective of this research program was to obtain an understanding of fracture initiation and propagation in an underwater pipeline. A single experiment was conducted using a modified West Jefferson […] | publish | Uncategorized | open | open | ng-18-09-r02-fracture-initiation-and-propagation-in-an-underwater-pipeline | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-09-r02-fracture-initiation-and-propagation-in-an-underwater-pipeline/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 04/03/1977 | 3075 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes the various ways in which temperature influences stress-corrosion cracking in pipelines and outlines a method for predicting how much benefit can be expected from lowering the temperature. In considering what to do about temperature, it should be remembered that the other four factors are equally important, and control of one or more of them offers alternative methods for controlling stress-corrosion cracking. | NG-18-102-R01 The Importance of Temperature with Respect to Stress-Corrosion Cracking of Pipelines | This report describes the various ways in which temperature influences stress-corrosion cracking in pipelines and outlines a method for predicting how much benefit can be expected from lowering the temperature. […] | publish | Uncategorized | open | open | ng-18-102-r01-the-importance-of-temperature-with-respect-to-stress-corrosion-cracking-of-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-102-r01-the-importance-of-temperature-with-respect-to-stress-corrosion-cracking-of-pipelines/ | 0 | 0 | raw | default | 275 | Legacy | |||||||
| 14/01/1977 | 3076 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The tendency of rings of line pipe to open or close upon being longitudinally severed results from circumferential residual stresses in the pipe. The objectives of this work was to: (1) To determine the nature and magnitude of the residual stresses which cause ring-opening and ring-closing in line pipe. (2) To determine the quickest and simplest way to measure such residual stresses. (3) To determine the effect of the residual stresses on the fracture initiation and propagation behavior of the line pipe. (4) To determine whether or not ring-opening or ring-closing residual stresses could be a useful means when intentionally induced in the pipe to improve its resistance to fracture initiation and propagation. With these objectives in mind the scope of the research program was defined to include: - A theoretical analysis of the forces and stresses producing ring-opening and ring-closing deflections - Experimental determination of ring-opening and ring-closing residual stresses in typical line pipe materials - Full-scale fracture initiation experiments to determine the effects of residual stresses on the failure stress levels of defects - Fracture propagation experiments on short vessels filled partly with water to determine the effects of residual stresses on the ductile fracture propagation characteristics of the line pipe. | NG-18-104-R01 The Magnitude and Effects of Residual Stresses in Line Pipe | The tendency of rings of line pipe to open or close upon being longitudinally severed results from circumferential residual stresses in the pipe. The objectives of this work was to: […] | publish | Uncategorized | open | open | ng-18-104-r01-the-magnitude-and-effects-of-residual-stresses-in-line-pipe | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-104-r01-the-magnitude-and-effects-of-residual-stresses-in-line-pipe/ | 0 | 0 | raw | default | 1.500 | Legacy | |||||||
| 24/02/2026 | 3077 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report describes the state of progress in the development of procedures and techniques for assessing the effectiveness with which an inhibitor can be leached from a coating and reduce the occurrence of stress corrosion cracking in pipeline steels. | NG-18-109 Test Procedures to Evaluate the Effectiveness of Inhibitor containing Coatings | This report describes the state of progress in the development of procedures and techniques for assessing the effectiveness with which an inhibitor can be leached from a coating and reduce […] | publish | Uncategorized | open | open | ng-18-109-test-procedures-to-evaluate-the-effectiveness-of-inhibitor-containing-coatings | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-109-test-procedures-to-evaluate-the-effectiveness-of-inhibitor-containing-coatings/ | 0 | 0 | raw | default | 200 | Corrosion | |||||||
| 31/03/1963 | 3078 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The fracture toughness of a number of different line-pipe materials is being determined through the use of experiments in which fractures are purposely started in full-size pressurized pipe specimens. The toughness is expressed in terms of fracture speed, surface appearance, and fracture pattern in the pipe specimens. These characteristics, obtained from experiments at different temperatures, are being correlated with laboratory fracture tests in order that a criterion for minimum acceptable fracture toughness may be defined. This report summarizes the results to date. | NG-18-10-R01 Full-Scale Fracture Characteristics of Line Pipe and Correlation with Laboratory Tests | The fracture toughness of a number of different line-pipe materials is being determined through the use of experiments in which fractures are purposely started in full-size pressurized pipe specimens. The […] | publish | Uncategorized | open | open | ng-18-10-r01-full-scale-fracture-characteristics-of-line-pipe-and-correlation-with-laboratory-tests | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-10-r01-full-scale-fracture-characteristics-of-line-pipe-and-correlation-with-laboratory-tests/ | 0 | 0 | raw | default | 1.500 | Legacy | |||||||
| 10/02/1978 | 3079 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The results of this research showed that when the material is at a temperature below its fracture propagation transition temperature, the through-wall axial flaw length dynamically created by means of an explosive linear cutter was 75 to 88 percent of the critical flaw length under static conditions at the same pressure. This ratio of dynamic to static flaw sizes existed at a temperature of 50 F below the DWTT 85 percent shear area transition temperature. When the material is at a temperature above its DWTT transition temperature, the critical flaw size for dynamic loading was greater than 95 percent of the critical flaw length for static conditions at the same pressure and temperature. Similarly, it was shown that the failure pressure was reduced due to the dynamic initiation below the propagation transition temperature to between 81 to 86 percent of that for static failure. The reduction in failure pressure or change in critical flaw length is dependent on the pipe geometry, strength, stress level, and toughness. | NG-18-10-R02 Dynamic Initiation of a Flaw in Pipes | The results of this research showed that when the material is at a temperature below its fracture propagation transition temperature, the through-wall axial flaw length dynamically created by means of […] | publish | Uncategorized | open | open | ng-18-10-r02-dynamic-initiation-of-a-flaw-in-pipes | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-10-r02-dynamic-initiation-of-a-flaw-in-pipes/ | 0 | 0 | raw | default | 385 | Integrity & Inspection | |||||||
| 16/01/1978 | 3080 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | During the application of a thin-film epoxy-resin coating, line pipe may be heated to temperatures in the vicinity of 450 °F for as long as 1 hour. Because pipe-manufacturing processes, such as the U-O-E process, introduce significant plastic strain into the pipe, the pipe steel is in a condition in which it might undergo strain aging during coating application. Strain aging is a change in properties that occurs in many steels as a consequence of interstitial-related age hardening induced by cold working and time at a suitable temperature. The aging temperature is usually relatively low, only moderately above room temperature, but in highly susceptible steels, aging may occur even at room temperature. The change in properties generally occurs slowly at room temperature and more rapidly at somewhat higher temperature. Since thin-film coating involves elevated temperatures, the properties of pipe produced from a steel susceptible to strain aging are likely to be modified by the application of a thin-film epoxy-resin coating. The objective of the investigation described in this report was to measure the changes in properties in a typical X70 pipe that resulted from the application of a thin-film epoxy-resin coating. | NG-18-113-R01 Property Changes of X70 Pipe Due to Applying a Thin-Film Epoxy-Resin | During the application of a thin-film epoxy-resin coating, line pipe may be heated to temperatures in the vicinity of 450 °F for as long as 1 hour. Because pipe-manufacturing processes, […] | publish | Uncategorized | open | open | ng-18-113-r01-property-changes-of-x70-pipe-due-to-applying-a-thin-film-epoxy-resin | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-113-r01-property-changes-of-x70-pipe-due-to-applying-a-thin-film-epoxy-resin/ | 0 | 0 | raw | default | 2.500 | Legacy | |||||||
| 23/05/1963 | 3081 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A treatment of crack propagation in steel, in terms of stress and strain rather than energy, is derived which takes into account the time rate of plastic deformation at the crack tip. Formulations of (1) the yielding of steel in terms of dislocation dynamics, and (2) a simple crack model responsive to plastic relaxation are developed. These describe the stress-strain behavior of low-carbon steel, predict strain-rate sensitivity and yield delay times, and estimate rates of stress application on the material in advance of the moving model crack. Together, they define, in a consistent way, the maximum stress and plastic-zone size in front of the model crack as a function of nominal stress and crack speed. The calculations indicate that dynamic-yield-stress values attained in front of a fast-moving crack can exceed the brittle-fracture stress. The maximum stress generated by the crack increases with crack velocity but is relatively insensitive to nominal stress. Finally, the treatment suggests that both the minimum stress for crack propagation and the terminal velocity of brittle fractures may be governed by a limiting plastic-zone size. | NG-18-11-R01 A Model for Crack Propagation in Steel | A treatment of crack propagation in steel, in terms of stress and strain rather than energy, is derived which takes into account the time rate of plastic deformation at the […] | publish | Uncategorized | open | open | ng-18-11-r01-a-model-for-crack-propagation-in-steel | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-11-r01-a-model-for-crack-propagation-in-steel/ | 0 | 0 | raw | default | 4.575 | Legacy | |||||||
| 31/05/1966 | 3082 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The study of the susceptibility to hydrogen-stress cracking of heat-treated line-pipe steels has continued. Under experimental conditions that permitted stressed specimens to absorb hydrogen from only one plate surface (a condition that simulates a cathodically protected pipeline), the steels appeared to be less sensitive to hydrogen cracking than when hydrogen was absorbed on the entire periphery. Steels with yield strengths above 130 ksi were found to be susceptible to hydrogen cracking during cathodic charging in groundwater. Experiments are in progress in which pressurized bottles made of pipe steel, heat-treated to high strength levels, are buried in the field and cathodically protected. These experiments will show whether hydrogen-stress cracking will occur under actual pipeline operating conditions, and if so, at what strength level suck cracking becomes a problem. A probe legs developed that will aid in studying the influence of soil chemistry and cathodic-protection conditions on the rate at which hydrogen is absorbed by steel. | NG-18-12-R01 Investigation of the Susceptibility of High-Strength Pipeline Steels to Hydrogen Cracking | The study of the susceptibility to hydrogen-stress cracking of heat-treated line-pipe steels has continued. Under experimental conditions that permitted stressed specimens to absorb hydrogen from only one plate surface (a […] | publish | Uncategorized | open | open | ng-18-12-r01-investigation-of-the-susceptibility-of-high-strength-pipeline-steels-to-hydrogen-cracking | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-12-r01-investigation-of-the-susceptibility-of-high-strength-pipeline-steels-to-hydrogen-cracking/ | 0 | 0 | raw | default | 500 | Legacy | |||||||
| 02/09/1964 | 3083 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The previous report on this project contained information on the effects of certain manufacturing variables on the strength and fracture toughness of laboratory line-pipe steel. Since the earlier report, additional steels and manufacturing variables have been investigated. This report presents the results obtained in 1963 and, where possible, brings all of the information gained about any one variable together. Principal variables discussed in the report are (1) chemistry, (2) deoxidation practice, (3) effect of low hot-rolling temperatures, (4) plate-cooling rate, (5) finish pass reduction, and (6) straining and aging. As in the previous work, most of the emphasis is on fracture toughness. | NG-18-13-R01 A Study of the Effect of Manufacturing Variables on the Properties of Line-Pipe Steels – 1964 | The previous report on this project contained information on the effects of certain manufacturing variables on the strength and fracture toughness of laboratory line-pipe steel. Since the earlier report, additional […] | publish | Uncategorized | open | open | ng-18-13-r01-a-study-of-the-effect-of-manufacturing-variables-on-the-properties-of-line-pipe-steels-1964 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-13-r01-a-study-of-the-effect-of-manufacturing-variables-on-the-properties-of-line-pipe-steels-1964/ | 0 | 0 | raw | default | 7.500 | Legacy | |||||||
| 28/01/1966 | 3084 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This is the third phase report on this project. Previous phase reports contained information on the effects of certain manufacturing variables on the strength and fracture toughness of line-pipe steels made in the laboratory. Since the previous reports, additional steels have been melted and evaluated. Also, additional variables have been looked at. The report presents results obtained in 1964 and 1965, and, where possible, attempts to tie together all information obtained for any one variable. Principal variables discussed in the report are (1) prestraining and accelerating aging, (2) plate thickness, (3) aluminum nitride-bearing steels, (4) interrupted rolling practice, (4) heat treating, (5) reproducibility of heats and Charpy properties, and (6) drop-weight tear tests of laboratory steels. | NG-18-13-R02 A Study of the Effect of Manufacturing Variables on the Properties of Line-Pipe Steels – 1966 | This is the third phase report on this project. Previous phase reports contained information on the effects of certain manufacturing variables on the strength and fracture toughness of line-pipe steels […] | publish | Uncategorized | open | open | ng-18-13-r02-a-study-of-the-effect-of-manufacturing-variables-on-the-properties-of-line-pipe-steels-1966 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-13-r02-a-study-of-the-effect-of-manufacturing-variables-on-the-properties-of-line-pipe-steels-1966/ | 0 | 0 | raw | default | 7.500 | Legacy | |||||||
| 24/02/1966 | 3085 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This is the third phase report on this project. Previous phase reports contained information on the effects of certain. manufacturing variables on the strength and fracture toughness of line-pipe steels made in the laboratory. Since the previous reports, additional steels have been melted and evaluated. Also, additional variables have been looked at. The report presents results obtained in 1964 and 1965, and, where possible, attempts to tie together all information obtained for any one variable. | NG-18-16 Study of the Effect of Manufacturing Variables on the Properties of Line-Pipe Steels | This is the third phase report on this project. Previous phase reports contained information on the effects of certain. manufacturing variables on the strength and fracture toughness of line-pipe steels […] | publish | Uncategorized | open | open | ng-18-16-study-of-the-effect-of-manufacturing-variables-on-the-properties-of-line-pipe-steels | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-16-study-of-the-effect-of-manufacturing-variables-on-the-properties-of-line-pipe-steels/ | 0 | 0 | raw | default | 200 | Design, Materials & Construction | |||||||
| 17/12/1987 | 3086 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In certain situations, frost heave, that settlement, landslides, mining subsidence, lowering, or flooding may cause movement that induces longitudinal stresses in a pipe which may be large enough to warrant intervention to relieve the stress. There is a range of options available to a pipeline operator when faced with a potential pipeline movement. The decision regarding which option(s) to pursue should be based upon an objective assessment of risks and costs. This work proposes a model that leads to unambiguous, consistent, and justifiable responses in pipeline movement situations, formulated in terms of the economic trade-offs present in intervention decisions. | NG-18-165-R01 Model for Intervention Decision Making Process in Pipeline Movement Situations | In certain situations, frost heave, that settlement, landslides, mining subsidence, lowering, or flooding may cause movement that induces longitudinal stresses in a pipe which may be large enough to warrant […] | publish | Uncategorized | open | open | ng-18-165-r01-model-for-intervention-decision-making-process-in-pipeline-movement-situations | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-165-r01-model-for-intervention-decision-making-process-in-pipeline-movement-situations/ | 0 | 0 | raw | default | 2.750 | Legacy | |||||||
| 17/11/1978 | 3087 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this research program was to determine the effect of various backfill types on ductile fracture behavior by a relative comparison of fracture behaviors in model pipes. Model pipes of 6.0-inch outside diameter were selected because they could be tested at the West Jefferson facility using an all gas pressuring medium and remain within the noise and environmental protection limitations. The types of backfill studied were air, sand or soil, water, frozen annulus of sand, and simulated permafrost. | NG-18-17-R01 Examination of Various Backfill Types on Fracture Behavior | The objective of this research program was to determine the effect of various backfill types on ductile fracture behavior by a relative comparison of fracture behaviors in model pipes. Model […] | publish | Uncategorized | open | open | ng-18-17-r01-examination-of-various-backfill-types-on-fracture-behavior | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-17-r01-examination-of-various-backfill-types-on-fracture-behavior/ | 0 | 0 | raw | default | 1.495 | Design, Materials & Construction | |||||||
| 01/07/1989 | 3088 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Hydrostatic retesting is a practical technique for remov1ng colonies of stress-corrosion cracks from gas lines before service failures occur. However, at present operators have no sound basis for choosing a retest interval. Rather, they use arbitrary schedules that have little grounding in the actual processes of crack growth. Thus, the current practice may for some lines be overly conservative while being totally inadequate for others. Since some cracking may survive a hydrostatic test, the ideal retest interval should be just shorter than the time needed for those remaining cracks to reach a critical size for failure at the service pressure. Thus, a long interval heightens the risk of service failure while a short interval may be considerably less than the time needed to develop critically sized flaws. This report describes the progress toward the development of a predictive model for calculating crack growth and estimating retest intervals. The development of a model is continuing, so this represents a progress report. | NG-18-185-R01 Stress Corrosion Crack Growth Model Development | Hydrostatic retesting is a practical technique for remov1ng colonies of stress-corrosion cracks from gas lines before service failures occur. However, at present operators have no sound basis for choosing a […] | publish | Uncategorized | open | open | ng-18-185-r01-stress-corrosion-crack-growth-model-development | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-185-r01-stress-corrosion-crack-growth-model-development/ | 0 | 0 | raw | default | 2.875 | Corrosion | |||||||
| 17/11/1978 | 3089 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The evaluation of toughness of line-pipe steels to avoid ductile fracture initiation and unstable ductile fracture propagation is presently being evaluated empirically by using impact toughness data. Empirical correlations from full-scale testing have been developed between fracture initiation and propagation behavior of axial flaws in pipes and Charpy data. As with any empirical relationship, there is concern about whether the relationship can be extrapolated to new materials. The objective of this study is to assess the relationship between impact toughness data and full-scale toughness for a wide range of materials in the ductile fracture mode. To make this assessment, a theoretically sound evaluation of plane stress ductile fracture toughness is needed for fracture initiation and propagation behavior. | NG-18-18-R01 Plastic R-Curve Toughness Measurements and Comparisons to Impact Energy Data | The evaluation of toughness of line-pipe steels to avoid ductile fracture initiation and unstable ductile fracture propagation is presently being evaluated empirically by using impact toughness data. Empirical correlations from […] | publish | Uncategorized | open | open | ng-18-18-r01-plastic-r-curve-toughness-measurements-and-comparisons-to-impact-energy-data | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-18-r01-plastic-r-curve-toughness-measurements-and-comparisons-to-impact-energy-data/ | 0 | 0 | raw | default | 150 | Legacy | |||||||
| 18/09/1969 | 3090 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Reviews the theory and available test data on the internal pressure capacity of fabricated elbows in order to establish those sets of conditions under which the "elbow stress" is significant and to provide a basis for recommending appropriate changes in codes. | NG-18-22-R02 The Internal Pressure Capacity of Butt Welding Elbows | Reviews the theory and available test data on the internal pressure capacity of fabricated elbows in order to establish those sets of conditions under which the “elbow stress” is significant […] | publish | Uncategorized | open | open | ng-18-22-r02-the-internal-pressure-capacity-of-butt-welding-elbows | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-22-r02-the-internal-pressure-capacity-of-butt-welding-elbows/ | 0 | 0 | raw | default | 9.245 | Legacy | |||||||
| 13/03/1970 | 3091 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The primary objective of this report is to evaluate the applicability of the present rules in USAS B31.8-1968 to fabricated, pad, or saddle-reinforced branch connections in high-yield-strength grades of run pipe. Service experience and test data are reviewed. The implications of tests on pipe with a crack therein with respect to fabricated branch connections are discussed. | NG-18-23-R01 Fabricated Branch Connections in High Yield Strength Run Pipe | The primary objective of this report is to evaluate the applicability of the present rules in USAS B31.8-1968 to fabricated, pad, or saddle-reinforced branch connections in high-yield-strength grades of run […] | publish | Uncategorized | open | open | ng-18-23-r01-fabricated-branch-connections-in-high-yield-strength-run-pipe | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-23-r01-fabricated-branch-connections-in-high-yield-strength-run-pipe/ | 0 | 0 | raw | default | 10.000 | Legacy | |||||||
| 01/01/1971 | 3092 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A progress report summarizes the stress-corrosion-cracking phase of the NG-18 Program from its inception in 1965 through 1969. | NG-18-24-R02 Investigation of Stress-Corrosion Cracking in Buried Pipelines | A progress report summarizes the stress-corrosion-cracking phase of the NG-18 Program from its inception in 1965 through 1969. | publish | Uncategorized | open | open | ng-18-24-r02-investigation-of-stress-corrosion-cracking-in-buried-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-24-r02-investigation-of-stress-corrosion-cracking-in-buried-pipelines/ | 0 | 0 | raw | default | 4.500 | Corrosion | |||||||
| 01/09/1971 | 3093 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The Charpy test':' provides a quick, inexpensive, and well-established measure of the fracture resistance of steels. There exists a mass of data on the relations between Charpy energy and metallurgical variables, but it is scattered. Furthermore, a full impact-energy versus temperature curve contains more information than is usually extracted, and the full potential of the test is not generally realized. In recent years, more sophisticated approaches to impact testing have been developed and even more, complete characterizations are being provided. This review concentrates on one parameter - the maximum or "shelf" energy. It also concentrates on three questions: 1. How is the Charpy shelf energy related to the rate of energy absorption during fast-shear crack propagation in a large structure? 2. Are there statistically significant relations between Charpy shelf energy and unnotched tensile properties? 3. What is the influence of the size and nature of second-phase particles on Charpy shelf energy? | NG-18-27-R01 Effect of Metallurgical Variables on the Maximum Charpy Impact Energy of Structural Steels | The Charpy test’:’ provides a quick, inexpensive, and well-established measure of the fracture resistance of steels. There exists a mass of data on the relations between Charpy energy and metallurgical […] | publish | Uncategorized | open | open | ng-18-27-r01-effect-of-metallurgical-variables-on-the-maximum-charpy-impact-energy-of-structural-steels | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-27-r01-effect-of-metallurgical-variables-on-the-maximum-charpy-impact-energy-of-structural-steels/ | 0 | 0 | raw | default | 1.895 | Design, Materials & Construction | |||||||
| 10/04/2012 | 3054 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This investigation is part of a major consolidated program of research sponsored by the US Department of Transportation (DOT) Pipeline Hazardous Materials Safety Administration (PHMSA) and the Pipeline Research Council International (PRCI) to advance weld design, establish weld testing procedures, improve assessment methodologies, and develop optimized welding solutions for joining high strength steel pipe. This project focused specifically on development of optimized welding solutions for X100 line pipe steel. It was undertaken in direct response to growing industry demand for greater predictability in overall weld performance and mechanical properties. In general, the more exacting requirements imposed by strain based design are driving industry demand for improved performance as indicated by two PHMSA sponsored government industry forums - the first on pipeline research and development in March 2005 and the second on welding research in January 2006. The project demonstrates the strong influence of the welding process on weld properties and indicate that the welding procedure is key in achieving the required weld properties. There is sufficient interaction between welding practice and material chemical composition (base pipe or weld) that the control of both key inputs is critical for the level of consistency and predictability desired for strain based design. This is a paradigm shift from traditional practice which has considered the welding procedure almost exclusively as a tool in achieving productivity and weld soundness. | L52355 Summary Report for Project Development of Optimized Welding Solutions for X100 Line Pipe Steel | This investigation is part of a major consolidated program of research sponsored by the US Department of Transportation (DOT) Pipeline Hazardous Materials Safety Administration (PHMSA) and the Pipeline Research Council […] | publish | Uncategorized | open | open | l52355-summary-report-for-project-development-of-optimized-welding-solutions-for-x100-line-pipe-steel | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52355-summary-report-for-project-development-of-optimized-welding-solutions-for-x100-line-pipe-steel/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 23/05/2012 | 3055 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A compilation of harmonized terminology and standardized nomenclature for natural gas transmission and storage (T&S) equipment and operations associated with greenhouse gas (GHG) emission sources and emission estimates. Criteria for natural gas industry (per segments in 40 CFR 98) for GHG inventories are also addressed. This living document is intended to be a detailed reference for practitioners and managers developing GHG inventories. The document's primary purpose is to support T&S facilities GHG emissions reporting for 40 CFR 98 Mandatory Greenhouse Gas ReportingÂ; however, information is also provided to support the development of GHG emission inventories for other purposes. Standardized nomenclature used in the estimation and reporting of greenhouse gas emissions and provide a single living document to be used as a reference to enhance consistency within the natural gas industry. This document may also serve to form a more accurate basis for consistent reporting of emission sources through an enhanced common understanding of industry and regulatory terminology, synonyms and sector boundaries. Consistent terminology will promote higher fidelity emission inventories and focus subsequent EPA control strategies and requirements. | L52356 Nomenclature for Natural Gas Transmission and Storage Greenhouse Gas Emissions | A compilation of harmonized terminology and standardized nomenclature for natural gas transmission and storage (T&S) equipment and operations associated with greenhouse gas (GHG) emission sources and emission estimates. Criteria for […] | publish | Uncategorized | open | open | l52356-nomenclature-for-natural-gas-transmission-and-storage-greenhouse-gas-emissions | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52356-nomenclature-for-natural-gas-transmission-and-storage-greenhouse-gas-emissions/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 17/08/2012 | 3056 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project evaluates different pre-chamber designs for their combustion stability and emission characteristics. | L52358 Experimental Evaluation of a New Prechamber Design on the GMV-4TF Natural Gas Engine | This project evaluates different pre-chamber designs for their combustion stability and emission characteristics. | publish | Uncategorized | open | open | l52358-experimental-evaluation-of-a-new-prechamber-design-on-the-gmv-4tf-natural-gas-engine | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52358-experimental-evaluation-of-a-new-prechamber-design-on-the-gmv-4tf-natural-gas-engine/ | 0 | 0 | raw | default | 1.000 | Compressor & Pump Station | |||||||
| 09/03/2011 | 3057 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Due to the uncertainty in the viscosity correction factors pumps can be over or under-sized. The error in the correction factors is not known, since tests have not been completed to verify the performance of pumps at the higher flows and heads. Currently, there is no test facility in existence which can complete the tests required to determine the true performance of a pump at high flows with viscous fluids. This initiative assesses what would be required for the development of a facility which could complete performance tests of pumps of varying sizes with high flow rates, high heads, and high viscosities. This effort included developing a basic design of a pump test facility and estimating how much it would cost to build such a facility. Two facility designs are proposed: an open loop and a closed looped design. Each design has distinct advantages and disadvantages which are outlined in this report. | L52359 Pump Test Facility Characterization Study | Due to the uncertainty in the viscosity correction factors pumps can be over or under-sized. The error in the correction factors is not known, since tests have not been completed […] | publish | Uncategorized | open | open | l52359-pump-test-facility-characterization-study | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52359-pump-test-facility-characterization-study/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 08/11/2012 | 3058 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The primary application area for above ground coating evaluation (AGCES) methods is for unpiggable pipelines. For several reasons, however, AGCES methods are not necessarily limited along these narrow lines. For instance, most ILI tools are incapable of identifying external corrosion (which resulted from coating damage overtime) until the wall loss damage has reached the measurable detection threshold of the ILI tool. Thus, even for piggable pipelines, AGCES methods still come in handy for pipeline integrity. In fact, the most proactive approach for pipeline corrosion integrity management for the future will include complementary surveys, such as ECDA and ICDA, all super-imposed and integrated on a common GIS framework for comparative and comprehensive data analysis. Within the pipeline industry there exist divergent views about the AGCES methods, their principles of operation, and limitations. An important defining point about AGCES methods is simple this: they are indirect inspection methods for identifying and classifying external coating damage; they are not - and should not be - tied to the functionalities of any specific proprietary tools or hardware manufactures. The second statement requires further qualification. Confusion is often created among users of AGCES methods when the names of certain coating survey tool are interchanged with the specific survey methods in question. For instance, company A manufactures a device C for detecting coating anomalies. The tendency within the industry is to call the coating survey method such names as "C Survey" or "C Coating Survey". The problem created in this instance is to limit AGCES methods to what device C can capture; the quality of the data become handicapped by that of device C. Industry standards have been created to avoid the fore-going pitfalls. Hence, rather than limit survey methods to the specifications of a given proprietary tool, attempts should be made to manufacture and design tools to meet industry standards. The result will be uniformity of methodology, the only distinctions being speed of data acquisition, methods of data analysis, and possibly, other subtle differences in technological advancements. Included in this distinction is the use of analog versus digital data acquisition methods. Of course, all that has been described so far assumes that the industry standards referenced captures all the details of an effective coating evaluation survey method, including known and even perceived limitations. | L52362 Assessing the Performance of Above Ground Coating Evaluation Surveys | The primary application area for above ground coating evaluation (AGCES) methods is for unpiggable pipelines. For several reasons, however, AGCES methods are not necessarily limited along these narrow lines. For […] | publish | Uncategorized | open | open | l52362-assessing-the-performance-of-above-ground-coating-evaluation-surveys | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52362-assessing-the-performance-of-above-ground-coating-evaluation-surveys/ | 0 | 0 | raw | default | 500 | Corrosion | |||||||
| 29/10/2012 | 3059 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Similar to most metering technologies, ultrasonic meters are known to be affected by the buildup of material on the inside of the meter and surrounding pipe due to common pipe contaminants. The buildup affects the metering accuracy by reducing the flow area and causing an increase in the gas velocity through the meter, by changing the shape of the velocity profile through the creation of additional roughness elements on the pipe wall, and by altering the ability of the ultrasonic signal to transmit between the transducers. A need existed to investigate accuracy shifts resulting from the grime build up from continuous use in the field on the acoustic transducers. | L52363 Ultrasonic Meter Accuracy Shifts Resulting From Grime on the Meter Body and Acoustic Transducers | Similar to most metering technologies, ultrasonic meters are known to be affected by the buildup of material on the inside of the meter and surrounding pipe due to common pipe […] | publish | Uncategorized | open | open | l52363-ultrasonic-meter-accuracy-shifts-resulting-from-grime-on-the-meter-body-and-acoustic-transducers | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52363-ultrasonic-meter-accuracy-shifts-resulting-from-grime-on-the-meter-body-and-acoustic-transducers/ | 0 | 0 | raw | default | 500 | Measurement | |||||||
| 21/09/2012 | 3060 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Girth welds are an essential part of every transmission pipeline. With much of the pipeline system in the United States having been installed before 1970, concerns may exist with some pipeline companies regarding the integrity of vintage girth welds. While it is true that the failure rate in the United States attributed to vintage girth welds (based on information reported to the authorities) have not been widespread, ranging from 2.1% to 8% depending on how the data is interpreted (cf. PRCI Report PR-335-094502, 2010), operators recognize that they cannot be complacent as their infrastructure ages and they should continue to look for alternatives to conventional repair and replacement options that continue to ensure integrity. Measurement and comparison of the performance of composite systems to repair pipeline girth welds with perceived imperfections is included within this report. Defective girth welds are considered an integrity concern to some pipeline operators. The concern may be simply a result of questions regarding the quality of a given girth weld or they may arise from the specific operating conditions of the pipeline and/or some combination of both. Generally, the study has shown that composite repair sleeve can restore the integrity of the pipeline. | L52364 Evaluating the Use of Composite Materials in Reinforcing Vintage Girth Welds | Girth welds are an essential part of every transmission pipeline. With much of the pipeline system in the United States having been installed before 1970, concerns may exist with some […] | publish | Uncategorized | open | open | l52364-evaluating-the-use-of-composite-materials-in-reinforcing-vintage-girth-welds | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52364-evaluating-the-use-of-composite-materials-in-reinforcing-vintage-girth-welds/ | 0 | 0 | raw | default | 500 | Design, Materials & Construction | |||||||
| 23/12/2008 | 3061 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objectives of the research were to characterize industry practices for maintenance of drips and develop guidelines for drip maintenance to prevent corrosion, It also was to prepare a manual on drip maintenance to be used for training and/or implementation. | L52365 Corrosion Prevention of Pipeline Drips | The objectives of the research were to characterize industry practices for maintenance of drips and develop guidelines for drip maintenance to prevent corrosion, It also was to prepare a manual […] | publish | Uncategorized | open | open | l52365-corrosion-prevention-of-pipeline-drips | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52365-corrosion-prevention-of-pipeline-drips/ | 0 | 0 | raw | default | 8.750 | Legacy | |||||||
| 02/06/1985 | 3062 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project was begun in 1955 to determine the status of the technology of internal coating of pipe and, if possible, to specify the types of materials most suitable as internal pipe coatings for gas service. | NB-14-R01 Interior Surface Coating of Pipe for Natural Gas Service | This project was begun in 1955 to determine the status of the technology of internal coating of pipe and, if possible, to specify the types of materials most suitable as […] | publish | Uncategorized | open | open | nb-14-r01-interior-surface-coating-of-pipe-for-natural-gas-service | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/nb-14-r01-interior-surface-coating-of-pipe-for-natural-gas-service/ | 0 | 0 | raw | default | 500 | Legacy | |||||||
| 01/07/1979 | 3063 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objectives are the determination of comprehensive accurate thermophysical properties data and predictive calculation methods for the major pure components (methane, ethane, propane, butanes, and nitrogen) and selected mixtures of liquefied natural gas and hydrocarbon mixtures at temperatures between 80 K and 320 K and at pressures up to 35 MPa (5000 psi). | NBSIR80-1626 Liquefied Natural Gas Research | The objectives are the determination of comprehensive accurate thermophysical properties data and predictive calculation methods for the major pure components (methane, ethane, propane, butanes, and nitrogen) and selected mixtures of […] | publish | Uncategorized | open | open | nbsir80-1626-liquefied-natural-gas-research | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/nbsir80-1626-liquefied-natural-gas-research/ | 0 | 0 | raw | default | 7.495 | Legacy | |||||||
| 01/10/1955 | 3064 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objectives of this work were to investigate welding techniques that would insure against base-metal cracks in the heat-affected zones of girth welds. | NG-10-R01 Welding Procedures on Base-Metal Cracking Adjacent to Girth Welds and Welded Connections | The objectives of this work were to investigate welding techniques that would insure against base-metal cracks in the heat-affected zones of girth welds. | publish | Uncategorized | open | open | ng-10-r01-welding-procedures-on-base-metal-cracking-adjacent-to-girth-welds-and-welded-connections | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-10-r01-welding-procedures-on-base-metal-cracking-adjacent-to-girth-welds-and-welded-connections/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 31/08/1958 | 3065 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Although steels behave in a ductile manner in a simple tensile test, they sometimes crack in a brittle fashion when subjected to fairly low service stresses. In order to understand and to control this brittle or cleavage fracture in line pipe, a research program was initiated. At first, the program was directed toward the propagation aspects of the problem. This resulted in a series of large-scale tests using natural gas as the pressuring medium. In this series of tests, it was established that there is a definite relation between the velocity at which a crack travels through a pipe and the behavior of a small coupon of the pipe steel in a notched-bar impact test. The later emphasis has been on the initiation phase of cleavage fracture. This emphasis was based on the belief, indicated by ship-plate steel fracture studies, that the stress-level barrier to crack initiation is greater than the barrier to crack propagation. Operational economics and the fact that a crack cannot propagate unless it is initiated indicated that an investigation of the factors involved in the initiation of cracks in line pipe would be valuable. Such an investigation should provide a sound foundation on which to base pipeline design, specification, and operation. | NG-18-02-R01 Research on Conditions Affecting Crack Initiation in Line Pipe – Phase 2 | Although steels behave in a ductile manner in a simple tensile test, they sometimes crack in a brittle fashion when subjected to fairly low service stresses. In order to understand […] | publish | Uncategorized | open | open | ng-18-02-r01-research-on-conditions-affecting-crack-initiation-in-line-pipe-phase-2 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-02-r01-research-on-conditions-affecting-crack-initiation-in-line-pipe-phase-2/ | 0 | 0 | raw | default | 875 | Legacy | |||||||
| 15/04/1976 | 3066 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this study is to determine the decompression characteristics of the nitrogen and water combined pressuring medium used in the West Jefferson type experiments to establish the validity of these experiments for evaluating shear fracture resistance. | NG-18-03-R02 The Decompression Characteristics of Pressurized Liquid-Nitrogen Systems | The objective of this study is to determine the decompression characteristics of the nitrogen and water combined pressuring medium used in the West Jefferson type experiments to establish the validity […] | publish | Uncategorized | open | open | ng-18-03-r02-the-decompression-characteristics-of-pressurized-liquid-nitrogen-systems | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-03-r02-the-decompression-characteristics-of-pressurized-liquid-nitrogen-systems/ | 0 | 0 | raw | default | 775 | Legacy | |||||||
| 22/10/1976 | 3067 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This study was undertaken to determine whether it is feasible to substitute spectrographic analysis for wet analysis in performing check chemical analyses of pipe steels. The use of spectrographic techniques for check analyses has been proposed to API by the steel manufacturers. | NG-18-04-R02 The Use of Spectrographic Analysis for the Check Analysis of Pipe Steel | This study was undertaken to determine whether it is feasible to substitute spectrographic analysis for wet analysis in performing check chemical analyses of pipe steels. The use of spectrographic techniques […] | publish | Uncategorized | open | open | ng-18-04-r02-the-use-of-spectrographic-analysis-for-the-check-analysis-of-pipe-steel | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-04-r02-the-use-of-spectrographic-analysis-for-the-check-analysis-of-pipe-steel/ | 0 | 0 | raw | default | 145 | Design, Materials & Construction | |||||||
| 05/01/1977 | 3068 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This memorandum is concerned with one method of modifying the steel in such a way as to prevent or retard stress-corrosion cracking. | NG-18-05-R02 Shot Peening as a Means of Preventing Stress-Corrosion Cracking | This memorandum is concerned with one method of modifying the steel in such a way as to prevent or retard stress-corrosion cracking. | publish | Uncategorized | open | open | ng-18-05-r02-shot-peening-as-a-means-of-preventing-stress-corrosion-cracking | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-05-r02-shot-peening-as-a-means-of-preventing-stress-corrosion-cracking/ | 0 | 0 | raw | default | 795 | Legacy | |||||||
| 01/02/1977 | 3069 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Early investigations in the current NG-18 program (1) identified potassium chromate, sodium chromate, and sodium dichromate as strong inhibitors of stress-corrosion cracking (SCC) of pipe steel in 4.8 percent sodium carbonate-7.6 sodium bicarbonate, 31 percent sodium hydroxide, and 20 percent ammonium nitrate solutions, but further investigation of chromates was not pursued at that time because of the known toxicity of these compounds. In particular, large quantities of chromates could not be used to treat a right-of-way because of environmental considerations. Subsequently, the evaluation was continued, however, because chromates offered a high degree of inhibition, and they were being broadly applied for protection against general corrosion and pitting in coating systems in several industries. Similarly, chromates could be incorporated in primers or other line-pipe coatings to minimize SCC without undue pollution of the environment. This technical memorandum presents the results and conclusions of the further study on the effectiveness of chromate inhibitors. | NG-18-06-R02 Chromate Inhibitors for Mitigation of Stress-Corrosion Cracking of Line Pipe Steel | Early investigations in the current NG-18 program (1) identified potassium chromate, sodium chromate, and sodium dichromate as strong inhibitors of stress-corrosion cracking (SCC) of pipe steel in 4.8 percent sodium […] | publish | Uncategorized | open | open | ng-18-06-r02-chromate-inhibitors-for-mitigation-of-stress-corrosion-cracking-of-line-pipe-steel | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-06-r02-chromate-inhibitors-for-mitigation-of-stress-corrosion-cracking-of-line-pipe-steel/ | 0 | 0 | raw | default | 75 | Legacy | |||||||
| 26/03/1962 | 3070 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of the work was to devise a general but quantitative treatment of plastic flow - one that can be used to describe the response of steel just ahead of a fastmoving crack. A treatment based on the fundamental mechanism of flow was developed. As detailed in this report and in a shorter report to follow, the approach, new to metals, accurately reflects various forms of yield behavior characteristic of mild steel. | NG-18-07-R01 Yielding Model with Focus on Yield-Point Phenomena of Iron and Related BCC Materials | The objective of the work was to devise a general but quantitative treatment of plastic flow – one that can be used to describe the response of steel just ahead […] | publish | Uncategorized | open | open | ng-18-07-r01-yielding-model-with-focus-on-yield-point-phenomena-of-iron-and-related-bcc-materials | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-07-r01-yielding-model-with-focus-on-yield-point-phenomena-of-iron-and-related-bcc-materials/ | 0 | 0 | raw | default | 4.500 | Legacy | |||||||
| 31/10/1977 | 3071 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Among the factors that affect the susceptibility of line-pipe steel to stress-corrosion cracking, the amount of deformation involved in forming and expanding the pipe and subsequent exposure to elevated temperatures during coating operations or service are particularly important. Many of the laboratory experiments presently being conducted at Battelle and at the University of Newcastle are directed toward determining how various combinations of mechanical and thermal processing affect the susceptibility and toward obtaining an understanding of the phenomenon. The objective of the experiments is to develop methods for treating line pipe in the future to maximize its resistance to stress-corrosion cracking. | NG-18-07-R02 Effect of Strain Aging on the Susceptibility of Line-Pipe Steel to SCC | Among the factors that affect the susceptibility of line-pipe steel to stress-corrosion cracking, the amount of deformation involved in forming and expanding the pipe and subsequent exposure to elevated temperatures […] | publish | Uncategorized | open | open | ng-18-07-r02-effect-of-strain-aging-on-the-susceptibility-of-line-pipe-steel-to-scc | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-07-r02-effect-of-strain-aging-on-the-susceptibility-of-line-pipe-steel-to-scc/ | 0 | 0 | raw | default | 95 | Legacy | |||||||
| 04/01/1978 | 3072 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Stress-corrosion-cracking experiments were conducted with specimens prepared from sections of X52 pipe treated in the laboratory to determine if the steel could be made uniformly, predictably, and reproducibly susceptible. In the laboratory treatment. the pipe sections were flattened, annealed, and then machined into tensile blanks, which then were strained fixed amounts and aged before they were machined into the final specimen shape. Most of the specimens were strained 2.0 percent and aged at 300 F for 0.5 hours, which is the treatment that was finally selected for future work. The microstructure, grain size, and tensile properties of the laboratory-treated steel were not significantly different from those of the same steel as received. | NG-18-08-R02 Strain-Aging Treatment to Reducing Variations in the Susceptibility to SCC of Pipe Steels | Stress-corrosion-cracking experiments were conducted with specimens prepared from sections of X52 pipe treated in the laboratory to determine if the steel could be made uniformly, predictably, and reproducibly susceptible. In […] | publish | Uncategorized | open | open | ng-18-08-r02-strain-aging-treatment-to-reducing-variations-in-the-susceptibility-to-scc-of-pipe-steels | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-08-r02-strain-aging-treatment-to-reducing-variations-in-the-susceptibility-to-scc-of-pipe-steels/ | 0 | 0 | raw | default | 95 | Legacy | |||||||
| 05/03/1963 | 3073 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Special laboratory steels representative of existing and new line-pipe steels have been made up in the Battelle laboratories with systematically varied chemistry, rolling temperatures, amount of cold work, etc., in order to investigate the effects of each variable on the strength and fracture properties. In determining the influence of each of the various factors, emphasis is placed on methods of economically improving the performance characteristics of pipe. The program is continuing; this report presents the results to date. | NG-18-09-R01 A Study of the Effect of Manufacturing Variables on the Properties of Line-Pipe Steels | Special laboratory steels representative of existing and new line-pipe steels have been made up in the Battelle laboratories with systematically varied chemistry, rolling temperatures, amount of cold work, etc., in […] | publish | Uncategorized | open | open | ng-18-09-r01-a-study-of-the-effect-of-manufacturing-variables-on-the-properties-of-line-pipe-steels | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/ng-18-09-r01-a-study-of-the-effect-of-manufacturing-variables-on-the-properties-of-line-pipe-steels/ | 0 | 0 | raw | default | 7.500 | Legacy | |||||||
| 20/12/2011 | 3034 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
The work described in this report focuses on the development of data processing routines for curved-wide-plate (CWP) tests, the presentation of test results in a consistent and unified format, generation of fracture resistance curves from, and the examination of transferability between CWP and SENT (single-edge-notched tension) test specimens. The results of this work can be used for:
Drafting and implementing consistent test procedures for CWP tests, Formulating test data for consistent presentation and comparison, Understanding the differences and limitations of test specimens of different scales, Making the best selection of test specimens for a given set of objectives, and Making correct interpretation of test data and their relevance to girth weld performance. |
L52334 Curved Wide Plate Test Results and Transferability of Test Specimens | The work described in this report focuses on the development of data processing routines for curved-wide-plate (CWP) tests, the presentation of test results in a consistent and unified format, generation […] | publish | Uncategorized | open | open | l52334-curved-wide-plate-test-results-and-transferability-of-test-specimens | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52334-curved-wide-plate-test-results-and-transferability-of-test-specimens/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 20/12/2011 | 3035 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
To establish rational approaches to weld strength requirements. Such requirements are correlated to the expected construction and service conditions throughout the pipeline's service life. No single strength requirement is good for all conditions. “Over-specifying" the strength requirement may not be necessary and can be counterproductive. On the other hand, “under-specifying" the strength requirement may lead to inadequate safety and integrity.
This work includes:
Initial feasibility study of weld strength requirement for a particular pipe grade and application, Evaluation of the impact of weld strength on weld performance measures, such as the tensile strain capacity of the girth welds, Playing “what-if" scenarios and developing trade-off strategies among various parameters governing the girth weld integrity for certain performance requirement. For instance high degree of overmatching may be used to compensate for large high-low misalignment. |
L52335 Weld Strength Mismatch Requirements | To establish rational approaches to weld strength requirements. Such requirements are correlated to the expected construction and service conditions throughout the pipeline’s service life. No single strength requirement is good […] | publish | Uncategorized | open | open | l52335-weld-strength-mismatch-requirements | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52335-weld-strength-mismatch-requirements/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 20/12/2011 | 3036 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
A variety of mechanical property tests are performed in the design, construction and maintenance phase of a pipeline. Most of the tests are performed by use of small-scale specimens with size typically in the range of a few inches to tens of inches (1 in = 25.4 mm). There are numerous test labs capable of performing most small-scale tests. These tests can be performed effectively under a variety of conditions, e.g., test temperature, strain rate, and loading configuration. More importantly, most routine small-scale tests are performed in accordance with national and international standards, ensuring the consistency of testing procedures.
To confirm pipeline designs and validate material performance, it is desirable to test girth welds under realistic service conditions. Full-scale tests can incorporate certain realistic features that small-scale specimens cannot. However, these tests can be time-consuming and expensive to conduct. Very few labs can perform the tests, even with months of start-up and preparation time. There are no generally accepted, consistent test procedures among different test labs. The data acquisition and post-processing may differ from lab to lab, creating difficulties in data comparison. Full-scale tests can only be performed under selected conditions as a supplemental tool to the small-scale tests.
The work described in this report focuses on the development of test procedures and instrumentation requirements for curved-wide-plate (CWP) tests. The results of this work can be used for:
Developing a test methodology to measure the physical response of a finite-length surface-breaking flaw to axial loads applied to a girth welded line pipe section, Determining the appropriate instrumentation to fully characterize the global stress/strain response of the CWP specimen during loading, Evaluating the applicability of the test methodology for sub-ambient temperatures, and Developing a standardized test procedure for CWP testing with a wide range of test parameters. |
L52336 Weld Design Testing and Assessment Procedures for High-strength Pipelines Curved Wide Plate Tests | A variety of mechanical property tests are performed in the design, construction and maintenance phase of a pipeline. Most of the tests are performed by use of small-scale specimens with […] | publish | Uncategorized | open | open | l52336-weld-design-testing-and-assessment-procedures-for-high-strength-pipelines-curved-wide-plate-tests | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52336-weld-design-testing-and-assessment-procedures-for-high-strength-pipelines-curved-wide-plate-tests/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 20/12/2011 | 3037 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This is the last report of a c reports detailing the small-scale mechanical testing performed on the trial welds in this consolidated program. This report summarizes and compares the results of all of the mechanical tests applied primarily to welds of rounds 1 and 2, including tensile results and their correlation with microstructure, Charpy test results, conventional (through-thickness-notched) toughness tests, and low-constraint toughness tests. The reports contains a summary of the mechanical properties of the experimental single and dual torch GMAW-P X100 pipe welds prepared for this consolidated program. It summarizes the detailed results reported in Final Reports 277-T-05, 277-T-06 and 277-T-07. The intent of this summary is to provide insight and understanding of the significance of the results and the implications for mechanical testing of weldments to extract properties essential for strain-based design (SBD). | L52337 Weld Design Testing and Assessment Procedures for High Strength Pipelines | This is the last report of a c reports detailing the small-scale mechanical testing performed on the trial welds in this consolidated program. This report summarizes and compares the results of […] | publish | Uncategorized | open | open | l52337-weld-design-testing-and-assessment-procedures-for-high-strength-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52337-weld-design-testing-and-assessment-procedures-for-high-strength-pipelines/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 20/12/2011 | 3038 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This is the fifth report of a series of seven reports detailing the small-scale mechanical testing performed on the trial welds in this consolidated program. An outline of the reporting flow is given in the Introduction to the Summary of Mechanical Properties report 277-T-08. The present report contains the results of application of the low-constraint tensile toughness test, supplemented with results of shallow-notch bend tests, to the three series of welds in the consolidated program, including tests on base metal, weld metal, and HAZ. | L52339 Small Scale Low Constraint Fracture Toughness Test Results for High Strength Pipelines | This is the fifth report of a series of seven reports detailing the small-scale mechanical testing performed on the trial welds in this consolidated program. An outline of the reporting […] | publish | Uncategorized | open | open | l52339-small-scale-low-constraint-fracture-toughness-test-results-for-high-strength-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52339-small-scale-low-constraint-fracture-toughness-test-results-for-high-strength-pipelines/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 20/12/2011 | 3039 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This is the fourth of seven reports dealing with small-scale mechanical testing; an outline of the reporting flow is given in the Introduction to the Summary of Mechanical Properties report 277- T-08. This report presents the results of tensile tests and conventional toughness tests, both notch toughness (Charpy) and fracture toughness (through-thickness-notched specimens), and discusses correlation with microstructure. In this study, the mechanical properties achieved in single- and dual-torch GMAW-P X100 pipe welds were characterized with conventional small-scale testing methods. The main objectives were to further develop an all-weld-metal tensile testing protocol and to assess toughness to provide baseline data for understanding the factors that control both weld metal (WM) and heat affected zone (HAZ) microstructure and properties in pipeline girth welds. | L52340 Small-Scale Tensile Charpy V-Notch and Fracture Toughness Tests | This is the fourth of seven reports dealing with small-scale mechanical testing; an outline of the reporting flow is given in the Introduction to the Summary of Mechanical Properties report […] | publish | Uncategorized | open | open | l52340-small-scale-tensile-charpy-v-notch-and-fracture-toughness-tests | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52340-small-scale-tensile-charpy-v-notch-and-fracture-toughness-tests/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 20/12/2011 | 3040 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A low-constraint test designed to reduce unnecessary conservatism in the measurement of toughness for use in the assessment of flaws in pipeline girth welds has been developed. The test was first proven on nominally homogeneous material (pipe base metal) to check the practicality of the procedures and to study the effects of the controlling geometric parameters (a/W, etc.) on toughness. The intent of this report is to reference the publications resulting from this work and to summarize the principal conclusions. This is the third report of a series of seven technical reports detailing the small-scale mechanical testing performed on the trial welds in this consolidated program. An outline of the reporting flow is given in the Introduction to the Summary of Mechanical Properties technical report 277-T-08. The present report highlights the principal results of preliminary application of the toughness test procedure that have been published in a series of papers in the open literature. | L52341 Summary of Publications-Single-Edge Tension SE(T) Tests | A low-constraint test designed to reduce unnecessary conservatism in the measurement of toughness for use in the assessment of flaws in pipeline girth welds has been developed. The test was […] | publish | Uncategorized | open | open | l52341-summary-of-publications-single-edge-tension-set-tests | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52341-summary-of-publications-single-edge-tension-set-tests/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 20/12/2011 | 3041 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipelines from remote frontier regions are increasingly required to have adequate resistance to large deformations such as that caused by ground movement. In response to this, “strain-based design" has been developed to enable assessment of imperfections at applied strains beyond yield. In addition, it is proposed to take advantage of the increased apparent toughness of pipe under low constraint, such as girth weld imperfections under axial tension, compared with the high-constraint toughness measured in conventional tests such as ASTM E1290 [1]. Application of low-constraint testing has been dvantageously applied in assessment of toughness for offshore pipeline projects. Also in the pipeline industry, demands on new pipeline projects include low design temperatures as well as high strain capacity. At the same time, increased strength is specified, which increases the level of required toughness. These factors make it increasingly important to assure weldment toughness, in particular to ensure that the failure mode remains ductile. It is well known that brittle cleavage is especially sensitive to constraint, and the availability of a toughness test that would reproduce field conditions would enable more rational development and acceptance of candidate welds and, in particular, enable more appropriate testing of weld heat-affected zones. This work was performed for specific application to surface circumferential cracks in pipe under strain-based design, for which the best constraint matching has been found to occur for clamped single-edge tension (SE(T)) specimens with H/W=10. For this geometry, a test procedure similar to that of ASTM E1820-06 for single-edge bend (SE(B)) and compact tension (C(T)) specimens was developed for J-resistance tests using a single-specimen technique. All the equations used in the procedure, including those for evaluation of J-integrals from the area under load/plastic crack mouth opening displacement (CMOD) curves, and evaluation of crack length from unloading compliance including rotation correction, were developed using finite element analysis (FEA) with a range of crack depths, focusing on a/W= 0.2 to 0.5 which is of most practical interest. The present procedure is compared with that of E1820 for SE(B) testing regarding evaluation of J-integral with crack growth correction, crack length evaluation, and correction of compliance for rotation. | L52342 Development of Procedure for Low-Constraint Toughness Testing Using a Single-Specimen Technique | Pipelines from remote frontier regions are increasingly required to have adequate resistance to large deformations such as that caused by ground movement. In response to this, “strain-based design” has been […] | publish | Uncategorized | open | open | l52342-development-of-procedure-for-low-constraint-toughness-testing-using-a-single-specimen-technique | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52342-development-of-procedure-for-low-constraint-toughness-testing-using-a-single-specimen-technique/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 20/12/2011 | 3042 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This work was undertaken for the purpose of improving the reliability of strength measurements for the specific case of narrow gap pipe girth welds. The investigation was part of a major consolidated program of research sponsored by DOT-PHMSA and PRCI to advance weld design, establish weld testing procedures and assessment methodologies, and develop optimized welding solutions for joining high strength steel pipe. Development of an all-weld metal tensile test protocol for high strength steel pipe applications. The focus is on test method evolution as researchers sought improvements in measurement consistency. With these improvements came a broader understanding of the stress-strain behavior of high strength weld metal and some of the factors that influence tensile results. The results show that traditional methods of measurement can become inadequate as materials and methods of fabrication change. In this case, continuing to downsize tensile specimens for measurement of weld metal properties without establishing a context for those measurements can easily lead to errors in assessing the suitability of welding materials and welding procedures for the intended applications. | L52343 Background of All-Weld Metal Tensile Test Protocol Procedures for High Strength Pipelines | This work was undertaken for the purpose of improving the reliability of strength measurements for the specific case of narrow gap pipe girth welds. The investigation was part of a […] | publish | Uncategorized | open | open | l52343-background-of-all-weld-metal-tensile-test-protocol-procedures-for-high-strength-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52343-background-of-all-weld-metal-tensile-test-protocol-procedures-for-high-strength-pipelines/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 20/12/2011 | 3043 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Some of the future pipelines are expected to be constructed in remote areas. The environment in these areas can impose higher longitudinal plastic deformation on the pipelines. Such environmental conditions include, but not limited to, frost heave and thaw settlement in the northern arctic region, seismic activity, slope instability, mine subsidence, upheaval buckling, etc. The overall industry experience for this type of loading is very limited. The other trend in new pipeline construction is the move towards higher internal pressure (design factor of 0.80 as opposed to the more traditional 0.72 for Class 1 designs) and the use of high strength linepipes (API 5L Grade X70 and higher). The ability to operate at high international pressure enhances the economic return of the pipelines and provides additional incentive to select high strength line pipe. The focus of this report is the mechanical properties of the linepipes and their influence on pipeline performance. The alloy design of steels, plate and coil rolling practice, and pipe manufacturing process can have profound effects on the resulting mechanical properties of the linepipes. The specifications of these manufacturing parameters leading to the final mechanical properties are out of the scope of this report. | L52344 Background of Linepipe Specifications | Some of the future pipelines are expected to be constructed in remote areas. The environment in these areas can impose higher longitudinal plastic deformation on the pipelines. Such environmental conditions […] | publish | Uncategorized | open | open | l52344-background-of-linepipe-specifications | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52344-background-of-linepipe-specifications/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 20/12/2011 | 3044 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Long-distance high-strength pipelines are increasingly being constructed for the efficient transportation of energy products. While the high-strength linepipe steels and high productivity welding processes are being applied, the procedures employed for linepipe property specification, welding procedure qualification, and weld integrity assessment remain largely unchanged, particularly from the viewpoint of actual pipeline construction. A significant body of knowledge exists in limited circles of researchers and a minority of large energy companies. However, the broad industry does not benefit from this knowledge until the relevant codes and standards are updated. The use of existing codes without proper consideration of the unique features of the modern high-strength linepipes can lead to higher costs, or, in some cases, reduced safety margins. To develop understanding of the unique features of modern high-strength girth welds and to incorporate this understanding into actionable tools for the pipeline industry. The work products of this project include: Recommended format for linepipe specifications, All-weld-metal tensile test protocol, Low-constraint SE(T) toughness test protocol, Curved-wide-plate (CWP) test protocol, Material property considerations for weld integrity, and Application and validation of strain-based design technology. | L52345 Summary Report for Weld Design Testing and Assessment Procedures for High Strength Pipelines | Long-distance high-strength pipelines are increasingly being constructed for the efficient transportation of energy products. While the high-strength linepipe steels and high productivity welding processes are being applied, the procedures employed […] | publish | Uncategorized | open | open | l52345-summary-report-for-weld-design-testing-and-assessment-procedures-for-high-strength-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52345-summary-report-for-weld-design-testing-and-assessment-procedures-for-high-strength-pipelines/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 10/04/2012 | 3045 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The essential variable methodology that was developed for single torch welding can also be extended to dual torch GMAW welding. Dual torch welding has great commercial significance because of the potential it offers for higher productivity and lower construction costs as reported by Hammond [1]. But dual torch welding offers an extra layer of complexity because the thermal effect of the trailing torch has significant influence on the cooling behavior of the leading torch. In addition, the cooling behavior of the bead deposited by the trailing torch is expected to be slower than beads deposited with a single torch. This is the last in the series of topical reports that detail the research leading to the development of the optimized welding solutions for X100 line pipe steel. | L52346 Application to Other Welding Processes | The essential variable methodology that was developed for single torch welding can also be extended to dual torch GMAW welding. Dual torch welding has great commercial significance because of the […] | publish | Uncategorized | open | open | l52346-application-to-other-welding-processes | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52346-application-to-other-welding-processes/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 10/04/2012 | 3046 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Welding of micro-alloyed, high strength steels such as X100 poses a number of challenges due to, in part, the sensitivity of weld mechanical properties to the welding parameters such as heat input, preheat temperature, etc. For design purpose, it is often required that the mechanical properties of the welds overmatch those of the pipe materials in terms of yield strength, ductility, and toughness. In general, high strength pipe steels exhibit lower strain hardening capability, lower ductility, and increased anisotropy than the traditional lower grade steels. For these steels, when exposed to welding process, the heat-affected zone (HAZ) in the base metal can be softened and strain localization can take place. For weld metal, it is even more difficult to maintain a balance of ductility and fracture toughness at high strength because the weld metal performance is highly sensitive to welding parameters in comparison with lower strength steels. Gas metal arc welding (GMAW) processes have become the popular choices for pipeline construction. In recent years, a number of high-productivity variants of GMAW such as tandem wire and dual torch have been employed for field welding in order to increase welding productivity. These new GMAW variants introduce more welding variables and further complicate the relationship between weld mechanical properties and welding conditions. To understand the relationship between the mechanical properties of the weldment and the welding conditions, an effective approach is to simulate the thermal and microstructure processes in GMAW processes. By predicting the thermal cycles and the phase transformations, the microstructure of both weld metal and its HAZ can be determined numerically. With the assistance of experimental measurements, it is possible to identify the welding essential variables and evaluate their influences on the final weld performance. For this reason, an integrated thermal-microstructure model was developed in the project. The in-depth discussion of the thermal model was presented in a separate technical report[2]. This report will cover the microstructure model only. | L52347 Microstructure Model for Welding Simulations | Welding of micro-alloyed, high strength steels such as X100 poses a number of challenges due to, in part, the sensitivity of weld mechanical properties to the welding parameters such as […] | publish | Uncategorized | open | open | l52347-microstructure-model-for-welding-simulations | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52347-microstructure-model-for-welding-simulations/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 10/04/2012 | 3047 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Over the past two decades, high strength, micro-alloyed, thermo-mechanically processed steels have been developed for modern pipeline constructions because of the advantages of lower weight, lower manufacturing cost, and ease of handling and transportation. Welding of these high strength steels poses a number of challenges due to their sensitivity to the welding parameters such as heat input, preheat temperature, etc. Two primary mechanical properties of the welds are yield strength and toughness. They are directly related to the final microstructures of the welds. Given the chemical composition of the welding consumables and the welding parameters, the microstructure is dependent on the thermal cycles that the weld metals are subjected to during the welding process. In addition, the base metal in the heat-affected zone (HAZ) of the weld also undergoes microstructure changes. These changes in the HAZ, like those in the weld metal, are dependent on the local thermal cycles too. In order to understand the complicated interactions of many factors, an accurate knowledge of the thermal cycles in the weld metal and its HAZ is necessary. This report was for the DOT/PRCI cosponsored project DTPH56-07-T-000005, “Development of Optimized Welding Solutions forX100 Line Pipe Steels." As part of the project in Tasks 2, “Identification of Essential Variables"Â, and Task 3,“Fundamental Understanding of Welding Processes and Essential Variables"Â, an integrated thermal and microstructure model has been developed to simulate the heat transfer and microstructure changes in gas-metal-arc-welding (GMAW) girth welds. This report summarized the thermal analysis results produced by this integrated numerical model. The numerical model employed a two-dimensional, axis-symmetrical finite element procedure to simulate the transient heat transfer process and the microstructure evolution both in the weld metal and the heat affected zone (HAZ). It not only covered the traditional single wire GMAW process, but also has the capabilities to analyze new GMAW processes such as tandem wire and dual torch. | L52348 Thermal Model for Welding Simulations | Over the past two decades, high strength, micro-alloyed, thermo-mechanically processed steels have been developed for modern pipeline constructions because of the advantages of lower weight, lower manufacturing cost, and ease […] | publish | Uncategorized | open | open | l52348-thermal-model-for-welding-simulations | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52348-thermal-model-for-welding-simulations/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 10/04/2012 | 3048 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This is the sixth in the series of nine topical reports that detail the research leading to the development of the optimized welding solutions for X100 line pipe steel. Collectively, these reports have highlighted the essential welding variables and the methodology for monitoring and controlling them. In this report, the essential welding variables are examined in greater detail. Initial identification of the primary variables was accomplished using a thermal-microstructural model. The outputs from this model were used in developing a statistical test matrix for welding experiments in flattened X100 pipe to validate and corroborate the identification of the primary welding variables. | L52349 Essential Welding Variables – Development of Optimized Welding Solutions for X100 Line Pipe Steel | This is the sixth in the series of nine topical reports that detail the research leading to the development of the optimized welding solutions for X100 line pipe steel. Collectively, […] | publish | Uncategorized | open | open | l52349-essential-welding-variables-development-of-optimized-welding-solutions-for-x100-line-pipe-steel | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52349-essential-welding-variables-development-of-optimized-welding-solutions-for-x100-line-pipe-steel/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 10/04/2012 | 3049 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A Gleeble thermal simulator was used to simulate HAZ microstructures and evaluate phase transformations associated with single and multipass regions of pipeline girth welds. The first step was to establish realistic thermal cycles (histories) for a wide range of welding process/procedure conditions, including GMAW-P welding. In this investigation the transformation behaviour of simulated grain coarsened heat-affected zone (GCHAZ) regions formed in three X100 pipe steels and a modern X80 pipe steel of similar composition were established by dilatometry. In addition, the notch toughness was evaluated using different simulated GCHAZ and intercritcally reheated (ICRGCHAZ) regions in order to establish the transition behaviour compared with the respective pipe steels. This work was cofunded via PHMSA Project DTPH56-07-000005. | L52350 Microstructure and Properties of Simulated HAZ – Welding Solutions for X100 Line Pipe | A Gleeble thermal simulator was used to simulate HAZ microstructures and evaluate phase transformations associated with single and multipass regions of pipeline girth welds. The first step was to establish […] | publish | Uncategorized | open | open | l52350-microstructure-and-properties-of-simulated-haz-welding-solutions-for-x100-line-pipe | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52350-microstructure-and-properties-of-simulated-haz-welding-solutions-for-x100-line-pipe/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 10/04/2012 | 3050 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
This investigation is part of a major consolidated program of research that was launched to address key research gaps related to welding of high strength pipe which is an integral part of pipeline design and construction. The two research focus areas include (i) update of weld design, testing, and assessment procedures and (ii) development of optimized welding solutions for high strength steel X100 line pipe. In the second focus area, physical simulation techniques were used to study both weld metal (WM) and heat affected zone (HAZ) regions for a range of compositions and thermal cycles relevant to various welding options being considered for high strength steel (X80 and X100) pipes. The results of the WM and HAZ studies are reported separately. These complementary investigations were intended to provide improved understanding and information necessary to establish guidelines for development of welding procedures for demanding applications. The work was:
To characterize the WM microstructure and hardness for a series of experimental plate welds produced with two distinct welding procedures using single and multipass welding techniques, To apply thermal simulation techniques to develop WM CCT diagrams for a range of compositions applicable to welding of X100 pipe to serve as a tool for predicting their respective transformation behaviours, and To provide an assessment and comparison of notch toughness properties for a range of single thermal cycles. Benefit: The short term benefit of this consolidation ensured that technology development occurred in an informed, almost holistic manner. Having a single coordinated core research team addressing many of the interrelated issues involving the welding of high strength steel pipelines created synergies and depth in problem solving that would not have developed with the original independent project structure. The long term benefit is in the technology that delivers solutions in key areas: Proposed specifications for high strength line pipe properties for different grade classifications considering the needs of both stress based and strain based designs; Alternative tensile test protocols for more consistent strength measurement in narrow groove pipe welds; Small-specimen toughness test protocols for the assessment of weld metal and HAZ; Small-, medium, and large-scale tests that support pipeline design requirements; Weld integrity assessment procedures for various design requirements (stress- vs. strain-based design); and Optimized welding solutions for X100 line pipe steel. Reassessment of welding essential variables in terms of the factors directly influencing weld properties that can be applied to improve reliability and consistency for any pipe grade. Because full benefit is achieved through changes to applicable codes and standards, work product was developed in a manner to facilitate acceptance by codes and standards organizations. |
L52351 Microstructure and Properties of Simulated Weld Metals – Optimized Welding Solutions for X100 Pipe | This investigation is part of a major consolidated program of research that was launched to address key research gaps related to welding of high strength pipe which is an integral […] | publish | Uncategorized | open | open | l52351-microstructure-and-properties-of-simulated-weld-metals-optimized-welding-solutions-for-x100-pipe | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52351-microstructure-and-properties-of-simulated-weld-metals-optimized-welding-solutions-for-x100-pipe/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 10/04/2012 | 3051 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Strain-based design for pipeline projects requires overmatching the strength of the weld metal (WM) relative to the parent pipe to avoid strain localization in the weldment during service. Achieving the required strength overmatch, ductility and low temperature toughness in WM becomes a challenge as the strength of the pipe increases. The introduction of higher productivity advanced pulsed gas metal arc welding (GMAW-P) processes adds further complications from the associated cooling conditions of the weldment. An improved understanding of WM systems (compositions, microstructures, essential variables, etc.) required for the successful large scale production of high strength pipeline field girth welds is needed for new and demanding pipeline construction projects. This work provides details of the characterization of experimental girth welds produced for a major consolidated program of research with two primary areas of focus related to the welding of high strength steel pipelines. The first aims to update weld design, testing, and assessment procedures [1]. The second aims to optimize welding solutions for joining high strength steel X100 (Grade 690) pipe by examining the welding process and material variables that lead to variation in weld properties [2]. Characterizing and understanding the microstructures that develop in these high strength steel welds is a key element in the overall investigation to reduce variation in weld properties through better control of the welding process. | L52352 Microstructure and Hardness Characterization of Girth Welds | Strain-based design for pipeline projects requires overmatching the strength of the weld metal (WM) relative to the parent pipe to avoid strain localization in the weldment during service. Achieving the […] | publish | Uncategorized | open | open | l52352-microstructure-and-hardness-characterization-of-girth-welds | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52352-microstructure-and-hardness-characterization-of-girth-welds/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 10/04/2012 | 3052 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Two rounds of pipe welding were completed to understand the influence of the welding parameters on the weld metal and HAZ properties and microstructure. Thermal data was also obtained from these welds. This information was used to refine the thermal microstructural model with predictive capabilities. Essential welding variables were validated on flat plate experiments and recommendations for welding process control established. Ultimately, these recommendations were evaluated by pipeline welding contractors to assess its viability for field application. | L52353 Materials Selection, Welding and Weld Monitoring – Optimized Welding Solutions for X100 Line Pipe | Two rounds of pipe welding were completed to understand the influence of the welding parameters on the weld metal and HAZ properties and microstructure. Thermal data was also obtained from […] | publish | Uncategorized | open | open | l52353-materials-selection-welding-and-weld-monitoring-optimized-welding-solutions-for-x100-line-pipe | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52353-materials-selection-welding-and-weld-monitoring-optimized-welding-solutions-for-x100-line-pipe/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 10/04/2012 | 3053 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The driving force for the development of high strength steel for pipelines is the prospect of significant reduction in capital expenditure (CAPEX) in the construction and commissioning of long distance gas pipelines. Further savings might be made by design optimization and lower operating expenditure (OPEX) leading to enhanced whole life economics for such pipelines. Over the past 40 years, pipelines have been constructed in a wide range of steel grades specified in the well-known API Standard 5L ranging from grade A up to grade X80 (ISO 3183 Grade L555) and covering a range of specified minimum yield strength from 30 ksi (270 MPa) to 80 ksi (555 MPa). This work fully characterizes X100 prototype line pipe from four suppliers, to determine its weldability, to consider its influences on the design of pipelines together with design optimization and to determine its effects and implications on the construction of pipelines. | L52354 State of the Art Review – Development of Optimized Welding Solutions for X100 Line Pipe Steel | The driving force for the development of high strength steel for pipelines is the prospect of significant reduction in capital expenditure (CAPEX) in the construction and commissioning of long distance […] | publish | Uncategorized | open | open | l52354-state-of-the-art-review-development-of-optimized-welding-solutions-for-x100-line-pipe-steel | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52354-state-of-the-art-review-development-of-optimized-welding-solutions-for-x100-line-pipe-steel/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 09/03/2010 | 3014 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A review was performed of the currently known in-service performance, integrity concerns, and methods of assessing the integrity of vintage pipelines containing girth welds made by the shielded metal arc welding process. The scope of work included both a literature review and surveys of pipeline operators and subject matter experts. The literature review focused on several areas influencing girth weld integrity, including the evolution of pipeline construction and welding practices, welding consumables, weld inspection, testing, and quality assurance, typical attributes of vintage girth welds including mechanical properties and flaw characteristics, the performance of girth welds in service (i.e., their history of performance and rate of failure), and finally, methods of assessing the integrity of vintage girth welds. | L52311 Vintage Girth Weld Defect Assessment | A review was performed of the currently known in-service performance, integrity concerns, and methods of assessing the integrity of vintage pipelines containing girth welds made by the shielded metal arc […] | publish | Uncategorized | open | open | l52311-vintage-girth-weld-defect-assessment | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52311-vintage-girth-weld-defect-assessment/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 31/07/2009 | 3015 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This final report provides a comprehensive and in-depth review of the current status of in-line inspection technologies including, but not limited to, Magnetic (Axial MFL, Circumferential MFL), and Geometrical (Caliper) methods in terms of their capabilities, limitations and potentials in detection, discrimination and characterization of various forms of pipeline mechanical damage, such as dents, dents with corrosion, and dents with cracks, gouges and dents with gouges. Capabilities of current technologies presented herein are based on validation data supplied by PRCI members. This report reviews and summarizes research regarding the capabilities of current in-line inspection (ILI) based technologies for the detection and discrimination of mechanical damage conducted by Blade Energy Partners in cooperation with participating ILI vendors and PRCI member pipeline operators. This research was conducted in two phases. The first identified the current deployed ILI technologies, vendor claims for capability and performance determination with validation data provided by the ILI vendors. Standardized performance measures were also developed and applied. The Phase I research was presented in an incomplete report, PR-328-063502-R01. | L52313 Performance Improvements of Current ILI Technologies for Mechanical Damage Detection Phase 2 | This final report provides a comprehensive and in-depth review of the current status of in-line inspection technologies including, but not limited to, Magnetic (Axial MFL, Circumferential MFL), and Geometrical (Caliper) […] | publish | Uncategorized | open | open | l52313-performance-improvements-of-current-ili-technologies-for-mechanical-damage-detection-phase-2 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52313-performance-improvements-of-current-ili-technologies-for-mechanical-damage-detection-phase-2/ | 0 | 0 | raw | default | 295 | Integrity & Inspection | |||||||
| 19/05/2010 | 3016 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | There is a need in the industry in assessing the severity of a particular anomaly (dent, gouge, corrosion pit, etc.) in a pipe as to whether or not repair or removal is warranted. Along with the determination of repair there is also a need for prioritizing in-line-inspection (ILI) data, and for making remaining-life assessments of said pipe. This document catalogs analysis methods and computational tools for addressing defects and damage discovered on in-service pipelines. It includes example calculations where closed-form algorithms are available in the public domain. It lists and describes solution techniques not available in the public domain, and it provides information so that users can either acquire the relevant software or pursue assistance regarding a particular defect assessment technique. | L52314 Pipeline Defect Assessment – A Review and Comparison of Commonly Used Methods | There is a need in the industry in assessing the severity of a particular anomaly (dent, gouge, corrosion pit, etc.) in a pipe as to whether or not repair or […] | publish | Uncategorized | open | open | l52314-pipeline-defect-assessment-a-review-and-comparison-of-commonly-used-methods | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52314-pipeline-defect-assessment-a-review-and-comparison-of-commonly-used-methods/ | 0 | 0 | raw | default | 285 | Design, Materials & Construction | |||||||
| 10/02/2009 | 3017 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Recent environmental concerns have led to calls for reduced hydrocarbon emissions to the atmosphere from a variety of sources. One source of emissions being examined in this regard is natural gas spot sampling methods that vent pipeline gases to the atmosphere. Some sampling techniques and equipment have been developed that do not emit greenhouse gases, but the need exists to test these methods for their ability to collect accurate, representative samples. Another related concern is the accuracy of samples drawn from streams near their hydrocarbon dew point (HDP). While the spot sampling methods recommended by current industry standards perform well on streams far above their HDP, little data are available on their performance near or at the HDP, where poor sampling methods can cause heavy hydrocarbons to condense from the sample and distort the analysis. This project evaluated the ability of four natural gas spot sampling methods, including two zero emissions sampling methods, to capture accurate, representative samples of gas streams at or near their hydrocarbon dew point (HDP). Two of the sampling methods tested were variations on the GPA fill-and-empty method, with additional steps intended to heat the sampling equipment above the HDP or clear condensed hydrocarbon liquids from the sample line. The other two sampling methods, which use the A+ Q2 sample cylinder and a constant-pressure floating-piston sample cylinder, were developed to prevent condensation of heavy hydrocarbons during the sampling process. | L52315 Testing of Environmentally-Friendly Gas Sampling Methods | Recent environmental concerns have led to calls for reduced hydrocarbon emissions to the atmosphere from a variety of sources. One source of emissions being examined in this regard is natural […] | publish | Uncategorized | open | open | l52315-testing-of-environmentally-friendly-gas-sampling-methods | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52315-testing-of-environmentally-friendly-gas-sampling-methods/ | 0 | 0 | raw | default | 500 | Measurement | |||||||
| 03/03/2011 | 3018 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Two important and current topics of interest for gas machinery operators are emissions and energy efficiency. Current climate change legislation is leaning towards reduced emissions and improvements in energy utilization efficiency, which has renewed the interest in Waste Heat Recovery (WHR) at pipeline stations. In the past, the focus of WHR has been on large-scale applications, with little attention paid to small-scale WHR systems. Many of the concepts discussed in this report have been used in other applications or part of the concept has been implemented before, but not while using waste heat. Some of the other concepts are new ideas that have not been done and require a significant amount of development, before they can be implemented in the future. Out of the top ten concepts identified in this study, there are three main areas, which if developed further, have a high potential benefit to the station or could enable the use of many of the WHR concepts. | L52316 Small Scale Waste Heat Recovery Study | Two important and current topics of interest for gas machinery operators are emissions and energy efficiency. Current climate change legislation is leaning towards reduced emissions and improvements in energy utilization […] | publish | Uncategorized | open | open | l52316-small-scale-waste-heat-recovery-study | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52316-small-scale-waste-heat-recovery-study/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 19/12/2008 | 3019 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | There is a need to improve the industry understanding of leak sources, failure mechanisms and causes within pipeline facilities through statistical analysis, and to use the findings of this effort to develop a PRCI Facilities Integrity Management Program, if appropriate, by developing processes and/or procedures for reducing/preventing leaks that could affect safety, the environment, and operations. This document presents an analysis of reportable incidents and releases from facilities for hazardous liquid and gas transmission pipeline systems in the U.S. For liquid pipelines, facilities includes facilities releases studied from the Pipeline Performance Tracking System (PPTS) database for the 8-year period from 1999-2006. Gas transmission facilities releases were studied from the Pipeline and Hazardous Materials Safety Administration (PHMSA) gas transmission database for the 5-year period from 2002-2006 and some additional data obtained from PRCI members that operate gas transmission pipelines. The detailed analysis and examinations presented are directed at providing pipeline operators with the appropriate information to understand the key elements for developing a management system that addresses each type of failure on each type of equipment. | L52317 Pipeline Facility Incident Data Review and Statistical Analysis | There is a need to improve the industry understanding of leak sources, failure mechanisms and causes within pipeline facilities through statistical analysis, and to use the findings of this effort […] | publish | Uncategorized | open | open | l52317-pipeline-facility-incident-data-review-and-statistical-analysis | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52317-pipeline-facility-incident-data-review-and-statistical-analysis/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 09/09/2010 | 3020 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Composite materials have been used to repair high pressure transmission pipelines. Over this time period a wide variety of composite systems have been developed and evaluated. With the increased demands being placed on pipeline systems around the world, it is expected that the market potential for composite repair systems will continue to expand. Additionally, as composite technology is further developed the opportunities for new applications will expand. An assessment of this composite repair technology is needed. This report has been developed to provide industry with a state of the art assessment of composite pipeline repair technology as it currently stands. | L52318 State of the Art Assessment of Composite Repair Systems | Composite materials have been used to repair high pressure transmission pipelines. Over this time period a wide variety of composite systems have been developed and evaluated. With the increased demands […] | publish | Uncategorized | open | open | l52318-state-of-the-art-assessment-of-composite-repair-systems | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52318-state-of-the-art-assessment-of-composite-repair-systems/ | 0 | 0 | raw | default | 295 | Design, Materials & Construction | |||||||
| 05/05/2010 | 3021 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Decisions by storage operators to repair or replace well casing with metal loss require an accurate assessment of the degree of metal loss and the ability to determine the effect of that loss on the remaining strength of the casing. A new generation of logging tools (developed with PRCI cofunding) has increased the ability to accurately size metal loss defects in casing. Prior work funded by PRCI has also included testing the remaining strength of casing with metal loss defects. This testing was performed on casing samples that were not subject to the tensile loads that typical well casing in service may experience. This is the user manual for an associated Excel spreadsheet to calculate the remaining strength of corroded casing under combined pressure and axial loads. | L52319 Biaxial Loading of Corroded Casing Users Manual | Decisions by storage operators to repair or replace well casing with metal loss require an accurate assessment of the degree of metal loss and the ability to determine the effect […] | publish | Uncategorized | open | open | l52319-biaxial-loading-of-corroded-casing-users-manual | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52319-biaxial-loading-of-corroded-casing-users-manual/ | 0 | 0 | raw | default | 250 | Underground Storage | |||||||
| 26/11/2008 | 3022 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
The purpose of this study was to develop procedures that could be used by liquid pipeline operators to assess and manage the human factors risks in their control rooms that may adversely affect pipeline monitoring and control operations. The three primary objectives of the project were:
To understand the human factors that affect pipeline Controllers’ abilities to safely and efficiently monitor and control pipeline operations in the control room; To develop procedures for use by pipeline operators to assess the relative risk levels associated with a full range of human factors in their control room operations; and To develop a guide that liquid pipeline operators can use to select, develop, and implement mitigations to reduce operational risks associated with control room human factors. |
L52320 Human Factors Analysis of Pipeline Monitoring and Control Room Operations | The purpose of this study was to develop procedures that could be used by liquid pipeline operators to assess and manage the human factors risks in their control rooms that […] | publish | Uncategorized | open | open | l52320-human-factors-analysis-of-pipeline-monitoring-and-control-room-operations | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52320-human-factors-analysis-of-pipeline-monitoring-and-control-room-operations/ | 0 | 0 | raw | default | 50 | Surveillance, Operations & Monitoring | |||||||
| 18/01/2012 | 3023 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | New regulations and modifications to existing environmental regulation are currently underway. Regulations include the ozone national ambient air quality standards and the nitrogen dioxide (NO2) one hour standards. Based on the proposed changes, a significant number of engines operating in natural gas transportation service will require modifications to meet the new standards. Contains the Lessons Learned report, a Design Assessment Checklist (with users guide), a Bid Sheet Template, Project Schedule Template, and a Project Cost Tracker Template. | L52321 Preparing for 2013 – Lessons Learned from NOx RACT and SIP | New regulations and modifications to existing environmental regulation are currently underway. Regulations include the ozone national ambient air quality standards and the nitrogen dioxide (NO2) one hour standards. Based on […] | publish | Uncategorized | open | open | l52321-preparing-for-2013-lessons-learned-from-nox-ract-and-sip | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52321-preparing-for-2013-lessons-learned-from-nox-ract-and-sip/ | 0 | 0 | raw | default | 5.000 | Compressor & Pump Station | |||||||
| 03/09/2007 | 3024 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Upstream natural gas and related fluid operations often require the injection of methanol to prevent flow line constrictions and blockages caused by water and natural gas hydrates. Both the constrictions and methanol have a significant impact on measurement accuracy. Natural gas chromatographic analysis and related measurement practices do not account for constrictions or methanol in natural gas streams. API 14.2, A.G.A. Report No.8, A.G.A. Report No.10, ISO 12213, ISO 20765 and GPA 2172 do not account for methanol. Measurement and operation practices rely on accurate information to reduce errors. This report analyzes the effect of methanol on gas measurement physical properties. It establishes the relative effect of methanol on the physical properties by applying the Gas Research Institute's high accuracy equation of state for natural gases as distributed by API, A.G.A, ISO and others as API MPMS Chapter 14.2, A.G.A. Report No.8, A.G.A. Report No.10, ISO 12213 Part 2, and ISO 20765. It applies GPA 2172 for the analysis of the sensitivity of the heating value to methanol. | L52322 Effects of Methanol on Gas Measurement | Upstream natural gas and related fluid operations often require the injection of methanol to prevent flow line constrictions and blockages caused by water and natural gas hydrates. Both the constrictions […] | publish | Uncategorized | open | open | l52322-effects-of-methanol-on-gas-measurement | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52322-effects-of-methanol-on-gas-measurement/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 26/02/2010 | 3025 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A large portion of current natural gas metering technology requires a fully-developed velocity profile for accurate flow measurement results. Two methods can be used to obtain a fully-developed velocity profile in natural gas pipelines: long lengths of straight pipe, or shorter pipe lengths in combination with a flow conditioner. Due to size limitations, long lengths of straight pipe are not always practical and flow conditioners may be the only viable option. Flow conditioners that are based on a distributed pattern of holes through a plate are commonly used in the natural gas industry and are referred to as "perforated plate" flow conditioners. The ability of a perforated plate flow conditioner to redistribute a disturbed velocity profile is based on multiple geometric characteristics of the plate (e.g., hole pattern, porosity, and plate thickness) and on the hole details (e.g., edge sharpness). Exposure of perforated plate flow conditioners to conditions in natural gas pipelines could result in changes to the geometric characteristics of the flow conditioner due to dirt buildup on the flow conditioner face or wear of the edge sharpness. This effort evaluatesd the ability of dirty or worn plate flow conditioners to effectively redistribute a disturbed velocity profile. | L52323 Performance of Dirty or Worn Flow Conditioners | A large portion of current natural gas metering technology requires a fully-developed velocity profile for accurate flow measurement results. Two methods can be used to obtain a fully-developed velocity profile […] | publish | Uncategorized | open | open | l52323-performance-of-dirty-or-worn-flow-conditioners | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52323-performance-of-dirty-or-worn-flow-conditioners/ | 0 | 0 | raw | default | 250 | Measurement | |||||||
| 29/11/2011 | 3026 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report summarizes a PRCI research project aimed at evaluation of the effects of anisotropy and the shape of pipe steel stress-strain relationships on pipeline strain demand for X80 and X100 UOE pipe. The research included: a review of pipeline industry literature on the subject matter; a discussion of pipe steel plasticity concepts for UOE pipe; characterization of the anisotropy and stress-strain curve shapes for both conventional and high strain pipe steels; development of representative analytical X80 and X100 stress-strain relationships; and evaluation of a large matrix of ground-movement induced pipeline deformation scenarios to evaluate key pipe stress-strain relationship shape and anisotropy parameters. One goal of this research was to apply the findings toward guidance for supplemental pipe material specifications aimed at minimizing undesirable effects of anisotropy and stress-strain curve shape on pipe deformations under displacement-controlled loads. | L52324 Characterization of Anisotropic Pipe Steel Stress-Strain Relationships Influence On Strain Demand | This report summarizes a PRCI research project aimed at evaluation of the effects of anisotropy and the shape of pipe steel stress-strain relationships on pipeline strain demand for X80 and […] | publish | Uncategorized | open | open | l52324-characterization-of-anisotropic-pipe-steel-stress-strain-relationships-influence-on-strain-demand | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52324-characterization-of-anisotropic-pipe-steel-stress-strain-relationships-influence-on-strain-demand/ | 0 | 0 | raw | default | 500 | Design, Materials & Construction | |||||||
| 30/12/2011 | 3027 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | High soil loads on buried pipelines can lead to unacceptably high pipeline strains developed in response to permanent ground displacement. Common causes of permanent ground displacement are related to slope instability as a result of heavy precipitation or ground subsidence. In addition, several permanent ground displacement hazards are related to earthquakes including surface fault displacement, triggered landslide movement, surface ground settlement related to liquefaction, and lateral spread displacement. Result: Four specific areas of investigation were completed: 1.Performed baseline tests in moist sand to confirm minimal difference in horizontal soil restraint between moist and dry sand. 2.Performed tests to gauge the variation in horizontal load reduction with separation between the pipe and an inclined trench wall lined with two layers of geotextile. 3.Performed tests in compacted 19 mm (0.75 in) minus sand and crushed limestone (referred to locally in British Columbia as road mulch) to attempt to provide larger difference between horizontal forces developed with and without lining a trench wall with geotextile. 4.Performed tests to attempt to confirm oblique horizontal-axial soil restraint behavior reported in small-scale tests and centrifuge tests. Benefit: Rather than undertake further physical testing to better understand how the presence of single or dual layers of geotextile fabric changes the mechanisms by which soil restraint develops for horizontal ground displacement, future efforts should focus on numerical simulation preferably using discrete element methods. Until full-scale test data are available to confirm consistent prediction of oblique horizontal-axial soil restraint, the practice of treating horizontal and axial soil springs independently in the analysis of buried pipeline response to ground displacement, as is the current practice, should be maintained. | L52325 Assessment of Geosynthetic Fabrics to Reduce Soil Loads on Buried Pipelines – Phase I and II | High soil loads on buried pipelines can lead to unacceptably high pipeline strains developed in response to permanent ground displacement. Common causes of permanent ground displacement are related to slope […] | publish | Uncategorized | open | open | l52325-assessment-of-geosynthetic-fabrics-to-reduce-soil-loads-on-buried-pipelines-phase-i-and-ii | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52325-assessment-of-geosynthetic-fabrics-to-reduce-soil-loads-on-buried-pipelines-phase-i-and-ii/ | 0 | 0 | raw | default | 100 | Design, Materials & Construction | |||||||
| 02/04/2012 | 3028 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Composite materials continue to gain wider acceptance in the pipeline industry for repairing a range of pipeline anomalies. This success is due in large part to two factors. The first contributor is the execution of comprehensive research programs such as the first PRCI MATR-3-3, State of the Art Assessment of Composite Repair Systems and this second program contained herein focused on evaluating composite materials to repair damaged pipelines. The second factor associated with the widespread use of composite materials is the successful two-decade history that composite materials have had in repairing pipelines. While there have been a few unfortunate incidents in the field (primarily related to poor installation), composite materials have proven themselves to be well suited for repairing high pressure gas and liquid pipelines. The need existed for a set of integrity assessment procedures & guidelines to ensure proper use and application of composite repair materials for mechanically-damaged pipes. The results of this program indicate that when properly designed and installed, composite repair systems are able to restore integrity to mechanically-damaged pipes to a state that makes them fit for continued use at their normal design conditions. When composite materials are used for repairs, whether the repair involves corrosion, dents, or other anomalies, an integrity assessment should be completed. The integrity assessment procedures & guidelines presented in this report include an estimate of the future operating conditions to ensure that the design is adequate for the intended service. | L52328 Composite Repair of Mechanically-Damaged Pipes | Composite materials continue to gain wider acceptance in the pipeline industry for repairing a range of pipeline anomalies. This success is due in large part to two factors. The first […] | publish | Uncategorized | open | open | l52328-composite-repair-of-mechanically-damaged-pipes | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52328-composite-repair-of-mechanically-damaged-pipes/ | 0 | 0 | raw | default | 595 | Design, Materials & Construction | |||||||
| 06/04/2012 | 3029 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | There are a number of COTS RTQM systems available today both stand-alone and integrated into welding power supplies, each with its specific advantages and disadvantages. For proper selection, the end user needs to identify and prioritize their needs. To assist in the selection process a guide was generated outlining each systems features and functionality, including important features relative to pipeline applications (e.g. battery operated, field operable, etc.) This guide can be used in conjunction with the users priorities as a starting point for system selection. The objective of this project was to create a concise listing of commercial off the shelf (COTS), real-time quality monitoring (RTQM) systems and their pros and cons with respect to pipeline welding. A limited trade study was conducted to identify the available COTS RTQMs manufactured in the United States and Europe. | L52329 Improve Weld Quality by use of Commercially Available Real-Time Welding Monitors | There are a number of COTS RTQM systems available today both stand-alone and integrated into welding power supplies, each with its specific advantages and disadvantages. For proper selection, the end […] | publish | Uncategorized | open | open | l52329-improve-weld-quality-by-use-of-commercially-available-real-time-welding-monitors | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52329-improve-weld-quality-by-use-of-commercially-available-real-time-welding-monitors/ | 0 | 0 | raw | default | 150 | Design, Materials & Construction | |||||||
| 12/03/2012 | 3030 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
Develop an active air control system that, when installed on a turbocharged-engine system, will reduce NOX emissions below the levels of the system alone. While the turbocharged-engine system allows the natural gas compression industry to decrease pollutant emissions via increased air flow, the physics of the system and the environments in which these systems operate restrict further advancements. A new model, the Charge Air Integrated Manifold Engine Numerical Simulation (CAIMENS). The CAIMENS model was used to:
Quantify the effects of charge air imbalance between cylinders in terms of NOX production; Illustrate that an imbalance in mass air flow creates a one-to-one imbalance in corrected trapped equivalence ratio Reveal a 5% to 12% imbalance in air flow present in the candidate Cooper GMV engine which correlated to a 65% to 92% imbalance in NOX production; and Provide detailed information that led to the specification of a mass air flow (MAF) sensor coupled with an air flow balancer (AFB), comprising the Active Air Control (AAC) system. The research team proceeded by working with the ERLE team to select cylinder liners for the NGML air flow bench, and then expanded the air flow bench from one cylinder to two cylinders. The specified AAC system was installed on each of the two cylinders. The research team then conducted a series of experiments to evaluate and fine tune the AAC system. The AAC system was able to correct up to a 12.4% air imbalance. The end point of the project was an AAC system that could, with some engineering effort, be applied to field engines. Benefit: The resulting technology was an active air flow control system consisting of an AFB integrated with a MAF sensor. The AFB has characteristics analogous to that of a throttle plate used in a carbureted internal combustion engine. |
L52330 Development of an Active Air Control System | Develop an active air control system that, when installed on a turbocharged-engine system, will reduce NOX emissions below the levels of the system alone. While the turbocharged-engine system allows the […] | publish | Uncategorized | open | open | l52330-development-of-an-active-air-control-system | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52330-development-of-an-active-air-control-system/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 10/08/2009 | 3031 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | To develop the requisite air flow rate, the turbocharger must operate at a relatively high efficiency. But as important, the system pressure losses must be minimized to optimize turbocharger operating flexibility so that the turbine can produce sufficient power to operate the turbocharger compressor. The relationship between the various pressures and pressure losses throughout the turbocharged engine system, the turbocharger overall efficiency, ambient conditions, and the required turbine inlet temperature for sustainability is rooted in fundamental thermodynamic principles. The goal of the Exhaust Manifold Design Guidelines project was to investigate the NOX reduction role played by the exhaust manifold by exploring the impact of the exhaust manifold design on turbocharger and engine operation, as well as utilizing the abundant sets of field test data already provided by Hoerbiger Engineering Services (HES). For this project, exhaust manifold performance was defined as the capacity of the exhaust manifold to: 1) optimize cylinder scavenging efficiency; and 2) minimize the pressure differential between the compressor discharge and the turbine inlet. | L52331 Exhaust Manifold Design Guidelines to Optimize Scavenging and Turbocharger Performance | To develop the requisite air flow rate, the turbocharger must operate at a relatively high efficiency. But as important, the system pressure losses must be minimized to optimize turbocharger operating […] | publish | Uncategorized | open | open | l52331-exhaust-manifold-design-guidelines-to-optimize-scavenging-and-turbocharger-performance | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52331-exhaust-manifold-design-guidelines-to-optimize-scavenging-and-turbocharger-performance/ | 0 | 0 | raw | default | 1.500 | Compressor & Pump Station | |||||||
| 10/07/2012 | 3032 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Subsea pipelines and flow lines are periodically subjected to damaging events such as anchor impacts that result in massive pipeline movements, dropped object damage, internal/external corrosion damage, etc. Knowing how to assess these damage events is often challenging, especially considering the potential for product release. The cost of production shut-ins can be significant and avoiding un-necessary shut-ins is desirable. While most pipeline operators have company-level procedures and programs in place for responding to pipeline emergencies, at the current time there is no single resource for providing guidance for the pipeline industry. Development of emergency response guidelines for operators to respond to offshore pipeline damage emergencies in an effective and timely manner. One unique feature of this project is that SES utilized a series of workshops spaced over a years to collectively build the Decision/Task Tree, which is the key feature of this work. Further, a collaborative effort was continued to develop detailed input for the report. This Collaborative Workshop Model of conducting project work combines the best minds available on the subject, rather than having our customers merely serve as observers and evaluators, as is done traditionally. A second unique feature is that this report is formatted as a computer-based entry portal a "front door"Â to existing proprietary documents that each company has assembled for use in responding to an offshore pipeline damage incident. Often the treasured company documents are in dusty notebooks that should be scanned for incorporation with this front door document. This guideline document in its final form can provide live links to the proprietary company documents in an Adobe Acrobat format, along with the materials we have developed for the project. This front door is intended for use on a computer that is linked to the internet. The contents of this report are organized to place traditional introductory topics that would detract from operational use of this report for actual offshore emergencies in appendices near the back of the report. This report provides insights on the critical elements required for effectively responding to pipeline emergencies. PART A of this report contains the traditional introductory material, while PART B is named the Field Manual - for offshore emergency use. PART B can be used alone as an emergency response field manual without the introductory material PART A contains the Executive Summary, Introduction and Background, while PART B Contains the Preface to the Field Manual, How to Use This Report, the Detailed Task/Decision Matrix, the Resource Sheets referred to in the Matrix, In-House Company Processes Needed, Table of Preferred Consultants and Service Providers, and the SPIM 3-1 Detailed Repair Investigation Checklist. | L52332 Offshore Pipeline Damage Emergency Response Guidelines | Subsea pipelines and flow lines are periodically subjected to damaging events such as anchor impacts that result in massive pipeline movements, dropped object damage, internal/external corrosion damage, etc. Knowing how […] | publish | Uncategorized | open | open | l52332-offshore-pipeline-damage-emergency-response-guidelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52332-offshore-pipeline-damage-emergency-response-guidelines/ | 0 | 0 | raw | default | 2.500 | Subsea | |||||||
| 18/06/2012 | 3033 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
The objective includes:
Assess commercially available inspection methods to validate integrity of composite repair systems. Identify applicability to inspect composite overwrap and parent metal for both onshore and sub-sea pipelines (where information is available). Identify sources of data to include other users of composite materials(aerospace/aircraft, naval/ship repairs). Identify procedures and technologies to assess inspection effectiveness and provide a gap analysis. Interface with other PRCI projects on long-term testing of composite repairs and other joint industry projects on composite repairs to improve our understanding of long term durability of repairs. Identify global experience with composite repairs; not just North America. For general wall loss, radiography or electromagnetic techniques appear to be the best candidates. Standard radiography techniques can detect changes in wall thickness over a large area. Saturated low frequency systems, e.g. SLOFEC are good for a quick rapid scan of the area of interest. Pulsed eddy current, e.g. PEC, is also available for a general survey of the underlying substrate. For pinhole leaks, the electromagnetic techniques do not have sufficient resolution to detect defects of order 20 mm (0.8 in.) diameter and less. Standard radiography techniques can detect pinhole leaks down to diameters of 3 mm (0.12 in.) or less. Tangential radiography techniques are generally good for defect sizing but there are practical limitations with chord length (i.e. beam path through the pipe wall). Ultrasonic techniques could offer a potential solution but is currently limited due to the high attenuation of the composite repair material where through the repair inspection could only detect large diameter defects > 25 mm (1 in.) diameter on thin repairs < 5 mm (0.2 in.). Detecting pin hole defects by applying the ultrasound along the axial direction of the substrate, effectively skipping the ultrasound under the repair, showed more promise. For delamination or debonding of the interface between the composite laminate and the steel substrate, laser shearography and microwave inspection appear to offer the best solution. Currently there is no single inspection technique that can be applied with confidence to the inspection of interfacial delaminations. Further developments are on-going to provide a solution to this challenging inspection problem. Acoustic emission is able to give an overall picture of the damage within the composite under live loads. It can be used as a QA tool to test the integrity of the repair. However, it is difficult to interpret the signals to gain any quantitative information about a particular defect. |
L52333 NDE and Inspection Techniques Applied to Composite Wrap Repairs | The objective includes: Assess commercially available inspection methods to validate integrity of composite repair systems. Identify applicability to inspect composite overwrap and parent metal for both onshore and sub-sea pipelines […] | publish | Uncategorized | open | open | l52333-nde-and-inspection-techniques-applied-to-composite-wrap-repairs | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52333-nde-and-inspection-techniques-applied-to-composite-wrap-repairs/ | 0 | 0 | raw | default | 500 | Integrity & Inspection | |||||||
| 25/08/2008 | 2994 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Construction contractors often claim extra compensation associated with horizontally directionally drilled (HDD) pipeline installations is needed when drilling in rock. These claims result from HDD contractors' allegations that rock properties experienced during construction are significantly different from the properties on which the contractors' bids were based. This report provides information and recommendations that improve exploration and testing methods for assessing the drillability of rock to be encountered on HDD pipeline installations. These improvements will lead to a better understanding of rock drillability which will in turn lead to more accurate bid prices and more effective drilling plans. Pipeline installation costs will be reduced by reducing claims for extra work, improving contractor efficiency, and decreasing risk associated with HDD installations in rock. This report also addresses contractual considerations and alternate dispute resolution. | L52287 Pre-Construction Drillability Assessment for Horizontal Directional Drilling in Rock | Construction contractors often claim extra compensation associated with horizontally directionally drilled (HDD) pipeline installations is needed when drilling in rock. These claims result from HDD contractors’ allegations that rock properties […] | publish | Uncategorized | open | open | l52287-pre-construction-drillability-assessment-for-horizontal-directional-drilling-in-rock | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52287-pre-construction-drillability-assessment-for-horizontal-directional-drilling-in-rock/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 26/06/2008 | 2995 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Investigation into the status of Ultrasonic Flow Measurement in heavy oil service, specifically in fiscal measurements. The objective of the study was to determine the status of current technology, its limitations and gaps, affecting Ultrasonic Flow Measurement performance and to provide direction for future research and initiatives. Result: The first task completed was an industry standard survey of Ultrasonic Flow Measurement vendors. This survey required the research of existing publications, interviewing operators of existing installations and interviewing qualified ultrasonic meter vendors. A questionnaire was developed and distributed to the vendors for completion, operators identified and supplied with the identical questionnaire and the results inputted within a comparison matrix which was used for rating the various vendors and status indicators of ultrasonic flow measurement technology in heavy oil service. The second task completed was a compilation of the survey results including the detailed responses and summary of all findings. Benefit: The report identified several barriers preventing the expanded use of ultrasonic flow meters in heavy oil service. The report also includes recommendations on who best to overcome these barriers for expanded use and identified future research required to broaden the adoption of ultrasonic flow measurement for heavy oil service (crudes). | L52288 Investigative Ultrasonic Meters in Heavy Oil Service | Investigation into the status of Ultrasonic Flow Measurement in heavy oil service, specifically in fiscal measurements. The objective of the study was to determine the status of current technology, its […] | publish | Uncategorized | open | open | l52288-investigative-ultrasonic-meters-in-heavy-oil-service | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52288-investigative-ultrasonic-meters-in-heavy-oil-service/ | 0 | 0 | raw | default | 500 | Measurement | |||||||
| 03/12/2008 | 2996 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Describes an algorithm is developed for deducing the longitudinal or axial strain from geometry pig measurements of a laterally displaced pipeline; often caused by geohazards. The development is limited to those lateral displacements of the pipeline that results in a predominantly transverse loading; i.e., the induced transverse component of the loading is much greater than its axial component. The emphasis is upon evaluating inelastic straining that accompanies large lateral displacement of the pipeline. The induced extensional strain is found to vary linearly with the change in curvature of the pipeline. The validity of the approach is established through favorable comparisons of the predictions for the extensional strains with those determined from buried pipeline finite element simulations of various displaced pipe configurations, pipe geometries, and loading amplitudes. Since the algorithm relies only upon measurements of the geometry of the displaced pipeline, it is independent of the pipe's and soil's material properties, pipe-soil interaction, and the loading conditions. Benefit: The efficacy of the algorithm is demonstrated by performing a large matrix of finite element simulations of displaced pipelines of different geometries subjected to block subsidence, landslides intersecting the pipeline at varying angles, fault crossings at different angles and different loading states, and comparing the analytical strains with the strains deduced from digital pig measurements of the curvature of the deformed pipeline. In this regard, the finite element simulations serve the role of surrogate geometry pig measurements. These comparisons are used to establish the resolution of the change in curvature measurement required of a geometry pig to produce a reliable estimate for the longitudinal strain in a displaced pipeline. An error analysis is also performed to establish the relative error as a function of the curvature measurement gage length, a characteristic feature-length, and the abruptness of the displaced shape of the pipeline. | L52289 Use of Pipeline Geometry Monitoring to Assess Pipeline Condition | Describes an algorithm is developed for deducing the longitudinal or axial strain from geometry pig measurements of a laterally displaced pipeline; often caused by geohazards. The development is limited to […] | publish | Uncategorized | open | open | l52289-use-of-pipeline-geometry-monitoring-to-assess-pipeline-condition | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52289-use-of-pipeline-geometry-monitoring-to-assess-pipeline-condition/ | 0 | 0 | raw | default | 300 | Design, Materials & Construction | |||||||
| 31/12/2008 | 2997 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Land use policies increasingly prevent pipelines from obtaining right-of-way for pipeline corridors that avoid ground movement hazards. Where ground displacement hazards cannot be avoided, the potential risks must be managed by a suitable combination of design and operational strategies. PRCI along with several industry sponsors had a need to make an assessment and provide recommendations for current landslide risk management methods and practices for use within the pipeline industry.Result: The program objective and resulting report developed a comprehensive set of guidelines and recommended practices, in a format that can be implemented within the industry, for evaluating pipelines in areas subjected to large-scale ground movements. The technical program consists of five (5) major project activities related to (1) geohazard definition, (2) improved methods to model pipeline-soil interaction, (3) analyzing pipeline response to geohazards, (4) methods to mitigate pipeline risk posed by geohazards, and (5) compilation of a succinct and complete guidance document that can be readily implemented within the pipeline industryBenefit: This report includes guidelines and recommended practices prepared in cooperation with researchers and operational pipeline owners to minimize integrity risks associated with ground movement hazards. | L52291 Pipeline Integrity For Ground Movement Hazards | Land use policies increasingly prevent pipelines from obtaining right-of-way for pipeline corridors that avoid ground movement hazards. Where ground displacement hazards cannot be avoided, the potential risks must be managed […] | publish | Uncategorized | open | open | l52291-pipeline-integrity-for-ground-movement-hazards | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52291-pipeline-integrity-for-ground-movement-hazards/ | 0 | 0 | raw | default | 550 | Design, Materials & Construction | |||||||
| 15/01/2009 | 2998 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
These guidelines provide recommendations for the assessment of new and existing natural gas and liquid hydrocarbon pipelines subjected to potential ground displacements resulting from landslides and subsidence. The process of defining landslide and subsidence hazards is highly dependent upon the judgments of experienced and knowledgeable specialists in geology and geotechnical engineering. With the heavy reliance on judgment, it is not possible to identify specific processes that constitute generally acceptable approaches. Therefore, much of this document focuses on identifying the variety of available methods that can be used to define landslide and subsidence hazards for pipelines.
These guidelines are intended to provide recommendations on engineering practices that result in levels of pipeline integrity for geohazards that are commensurate with the severity of the landslide or subsidence hazard and the risks (safety, operational, economic, and public welfare) posed by the hazard. Key topics that need to be covered when providing such guidance include the following:
Identifying areas where landslide or subsidence hazards are possible Defining the extent, type, magnitude and severity of the potential ground displacement along the pipeline route Determining the breadth and scope of geological and geotechnical investigations Accounting for physical and environmental conditions, including potential future considerations (e.g., unusual rainfall, changes in land use, site development, flooding)that can alter the likelihood or severity of a potential geohazards. Identifying approaches for assessing pipeline response to expected ground movements Identifying appropriate risk mitigation measures and evaluating their effectiveness These guidelines are intended to be of interest to various parties involved in the operations and regulation of natural gas and liquid hydrocarbon pipelines: Pipeline owners and the technical specialists that work with them to develop reasonable measures to assure adequate levels of integrity for buried pipelines through areas of landslide and subsidence hazards, Pipeline regulators that approve the construction and operation of pipelines Individuals and non-government organizations with an interest public safety and environmental impact issues associated with pipeline construction and operation. One of the main goals of these guidelines is to provide a mechanism for improving theunderstanding of the types and quality of hazard information that can reasonably beprovided and practical measures available to reduce or manage the risk of operating apipeline in an area of landslide and subsidence hazards. |
L52292 Guideline for Constructing Pipelines Through Areas Prone To Landslide and Subsidence Hazards | These guidelines provide recommendations for the assessment of new and existing natural gas and liquid hydrocarbon pipelines subjected to potential ground displacements resulting from landslides and subsidence. The process of […] | publish | Uncategorized | open | open | l52292-guideline-for-constructing-pipelines-through-areas-prone-to-landslide-and-subsidence-hazards | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52292-guideline-for-constructing-pipelines-through-areas-prone-to-landslide-and-subsidence-hazards/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 22/01/2009 | 2999 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Brine strings are essential components of both natural gas and liquid hydrocarbon storage caverns. Both the natural gas and liquid hydrocarbon storage industries are well aware that a limit exists for the fluid velocity in the injection tubulars in their storage caverns. If the brine injection or brine withdrawal velocity is gradually increased, eventually, the hanging tubular will experience flow-induced vibration, resulting in the potential for the hanging tubulars to bend and/or break. Additionally, in both types of hydrocarbon storage, salt falls can impact the brine string integrity.Result: The magnitude of the velocity limit for flow-induced vibration of the hanging tubulars in salt caverns is not known. In the absence of a clearly defined method for determining the maximum allowable fluid velocities in the hanging tubulars, much of industry has attempted to adopt a conservative maximum flow velocity based on "industry experience". Sometimes this works and sometimes it does not. The objective of this project is to better define the causes of brine string failure and failure mitigation technologies. The project (1) compiled case histories of successful brine string installations as well as brine string failures in solution mining, liquid hydrocarbon storage, and gas cavern dewatering; (2) evaluated case histories with models (proposed in the literature) for brine strings that have not failed as well as brine strings that have experienced failure; and (3) developed recommendations for maximizing brine string integrity. | L52293 Brine String Integrity Survey and Model Evaluation | Brine strings are essential components of both natural gas and liquid hydrocarbon storage caverns. Both the natural gas and liquid hydrocarbon storage industries are well aware that a limit exists […] | publish | Uncategorized | open | open | l52293-brine-string-integrity-survey-and-model-evaluation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52293-brine-string-integrity-survey-and-model-evaluation/ | 0 | 0 | raw | default | 50 | Underground Storage | |||||||
| 21/08/2009 | 3000 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | For the burst tests on high strength line pipe investigated in this report, standard assessment methods used by the pipeline industry generally give conservative failure predictions. For a small number of test points the ASME B31G, Modified ASME B31G and the LPC-1 methods gave non-conservative failure predictions when used to assess defect depths greater than 50% of the pipe wall. However, for machined defects, particularly those that are rectangular flat bottomed patches the use of ASME B31G and Modified ASME B31G to predict failure pressures may be inappropriate because the area of metal loss can be underestimated. Therefore the results need to be treatedwith caution. The RSTRENG method is the most reliable and conservative method forpredicting the failure pressure of corroded pipelines. RSTRENG predicts conservative failure pressures for defect depths up to 80% of the pipe wall in line pipe of strength grades up to X100. Modifying the flow stress to equal the arithmetic mean of the specified minimum yield strength and the ultimate tensile strength adds conservatism tothe calculated failure predictions. The non-linear FE method gives failure predictions within a scatter band of ~±10%, although in a number of cases the failure predictions are nonconservative. This level of scatter is typical. More accurate modeling of the geometry and material properties, to take into account of any through wall variation, should reduce the observed scatter. | L52294 Corrosion Assessment Guidance for High Strength Steels | For the burst tests on high strength line pipe investigated in this report, standard assessment methods used by the pipeline industry generally give conservative failure predictions. For a small number […] | publish | Uncategorized | open | open | l52294-corrosion-assessment-guidance-for-high-strength-steels | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52294-corrosion-assessment-guidance-for-high-strength-steels/ | 0 | 0 | raw | default | 50 | Corrosion | |||||||
| 30/05/2008 | 3001 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this effort is to assist the pipeline industry in selecting ILI technologies that are best suited for detecting and sizing the types of mechanical damage that may pose integrity concerns, and/or are required to be addressed by the existing Regulatory Rules. The practical need is driven by both the recent changes in Regulatory requirements, vis-à-vis mechanical damage, and the latest developments of ILI technologies aiming to detect and size such damage. Based on the information provided by the six participating ILI vendors, and taking fulladvantage of extensive previous work, this report presents the results of Phase I of the Project, including updated capabilities and deficiencies of the current MD ILI technologies, performance claims, and supporting validation data. In addition, this Phase 1 report details the fundamental approaches embodied within each technology then analyzes validation data and derives performance conclusions from available data. Finally, this report identifies further testing to be conducted within Phase II of the Project. | L52295 Fundamentals and Performance Improvements of ILI Technologies for Mechanical Damage Inspection | The objective of this effort is to assist the pipeline industry in selecting ILI technologies that are best suited for detecting and sizing the types of mechanical damage that may […] | publish | Uncategorized | open | open | l52295-fundamentals-and-performance-improvements-of-ili-technologies-for-mechanical-damage-inspection | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52295-fundamentals-and-performance-improvements-of-ili-technologies-for-mechanical-damage-inspection/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 20/03/2009 | 3002 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this effort was to demonstrate in the field the new wettability altering technology developed in the laboratory during Phase 1. Reservoir cores from three gas storage facilities including sandstone and dolomite reservoirs were used to evaluate the two surfactants. The imbibition and core flood tests showed that gas deliverability was improved in surfactant-treated sandstone cores. It was concluded that the aquifer storage facilities are candidates for field testing. Results from Phase I provided the foundation for this Phase II project. The Waverly Storage Facility operated by Southern Union/Panhandle Energy was selected as the site for a field test of the surfactant process. Waverly is an 1800-ft sandstone aquifer gas storage reservoir located near Springfield, lllinois. Expansion and contraction of a spherical gas bubble provided pressure support as gas was injected and withdrawn from 37 individual wells. Three wells were selected for treatment with 1000 bbl of ~4% surfactant solution. An additional three nearby wells were selected as control wells. A field mixing procedure similar to that used in the laboratory to avoid phase separation of the microemulsion was developed and successfully used during the third week of October 2007 when the wells were treated. Rates and pressures were measured at the wellhead; fluid levels were not recorded. Since the initial rate-pressure data collected during the project year including the well treatments were sparse, it was decided to extend the project to the end of 2008 to acquire more field data. | L52296 Smart Gas Using Chemicals To Improve Gas Deliverability Phase II | The objective of this effort was to demonstrate in the field the new wettability altering technology developed in the laboratory during Phase 1. Reservoir cores from three gas storage facilities […] | publish | Uncategorized | open | open | l52296-smart-gas-using-chemicals-to-improve-gas-deliverability-phase-ii | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52296-smart-gas-using-chemicals-to-improve-gas-deliverability-phase-ii/ | 0 | 0 | raw | default | 100 | Underground Storage | |||||||
| 02/06/2009 | 3003 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The industry need was to investigate current and potential technologies for the measurement of seal gaps in internal floating roof storage tanks, including methods of remote monitoring including a) identify existing seal gap measurement technologies and methodologies as well as individuals and/or companies who own the technologies, and b) identify other technologies that may prove useful to effectively measure seal gaps on tanks in service. Four technologies were identified as possible remote-inspection alternatives to the current general practice of inspecting and measuring internal floating roof seal gaps by placing personnel inside in-service tanks. At least two of these technologies, remote camera and x-ray imaging, are worthy of additional evaluation to assess the relative costs and reliability as alternatives to manual inspection and measurement. Remote camera technology has been applied specifically to seal gap measurement and shown to be a viable alternative to manual inspection. X-ray imaging technology appears to be viable as an alternative but has not been applied specifically to seal gap measurement and would require further development to affirm its suitability for this purpose.. | L52297 Technologies for In-Service Measurement of Seal Gaps in Internal Floating Roof Tanks | The industry need was to investigate current and potential technologies for the measurement of seal gaps in internal floating roof storage tanks, including methods of remote monitoring including a) identify […] | publish | Uncategorized | open | open | l52297-technologies-for-in-service-measurement-of-seal-gaps-in-internal-floating-roof-tanks | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52297-technologies-for-in-service-measurement-of-seal-gaps-in-internal-floating-roof-tanks/ | 0 | 0 | raw | default | 100 | Integrity & Inspection | |||||||
| 16/03/2009 | 3004 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | External coatings are routinely used to protect transmission pipelines from corrosion; however, coatings may degrade or disbond over time enabling corrosion to occur. Transmission pipeline operators often use magnetic flux leakage (MFL) in-line inspection tools to detect metal loss corrosion defects. Rather than finding the cause of a problem, failure of the coating within a corrosive environment, MFL corrosion surveys only find the result of the problem, corrosion defects that may permanently alter the pressure carrying capacity of the pipeline. Stress corrosion cracking (SCC) can be detected using in-line inspection (ILI) technology, but the availability of tools is limited and the cost of inspection is high compared to MFL inspection. SCC almost always occurs at coating faults; direct coating assessment could indicate future problems that could degrade the serviceability of the pipeline. In this project, a new sensor was developed to assess external coating that could work with currently available ILI tools for minimal additional cost to perform the inspection. The sensors, electromagnetic acoustic transducers (EMATs), generate ultrasonic waves that are guided by the pipe material around the circumference of the pipe. The coating material and adherence can influence the propagation of the ultrasonic waves; changes in ultrasonic signal features were attributed to coating faults. This development used modeling and experiments to establish a more optimal configuration for coating assessment. A multiple feature approach was used. A commonly used feature, signal amplitude, provided good sensitivity to coating condition but was influenced by inspection variables. One unique feature identified in this development is arrival time of the ultrasonic wave. For the wave type and frequency selected, the wave velocity was different for bare and coated pipe. Therefore, disbonded or missing coating can be detected by monitoring arrival time of the ultrasonic wave, a feature that is amplitude independent. Another feature for assessing coating, absorption of selective frequencies, was also demonstrated. Coating assessment capability was experimentally demonstrated using a prototype EMAT ILI tool. All three detection features were shown to perform well in an ILI environment as demonstrated at Battelle"s Pipeline Simulation Facility and BJ Inspection Services pull rigs. Improvement to the prototype occurred between each test; the most significant improvement was the design and construction of a novel set of thick-trace transmitting and receiving Printed Circuit Board (PCB) EMAT coils. Implementation variables such as moisture and soil loading were shown to have a minimal influence on results. | L52298 Augmenting MFL Tools With Sensors that Assess Coating Condition | External coatings are routinely used to protect transmission pipelines from corrosion; however, coatings may degrade or disbond over time enabling corrosion to occur. Transmission pipeline operators often use magnetic flux […] | publish | Uncategorized | open | open | l52298-augmenting-mfl-tools-with-sensors-that-assess-coating-condition | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52298-augmenting-mfl-tools-with-sensors-that-assess-coating-condition/ | 0 | 0 | raw | default | 50 | Corrosion | |||||||
| 15/10/2008 | 3005 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Orifice meter expansion factor data collected at Southwest Research Institute (SwRI) between 2003 and 2005 have been reviewed to assess the effect of an assumption made during data reduction. In accordance with the North American orifice meter standard, AGA Report No. 3, Part 1, the data were originally analyzed using a constant value of the isentropic exponent, k = 1.3. By comparison, the expansion factor equation adopted by ISO employs the real isentropic exponent, K, which is a function of pressure, temperature, and gas composition. The SwRI orifice meter expansion factor data have been re-reduced, using values of the real isentropic exponent from archived test data in place of the ideal gas value of k = 1.3. The original expansion factor data were obtained in such a way that the expansion factor values themselves were unaffected by the value of the isentropic exponent. However, the use of k = 1.3 influenced the values of the acoustic ratio, the independent variable used with the AGA and ISO equations to compute values of the expansion factor in measurement applications. The use of the ideal isentropic exponent in the original SwRI data, instead of real values of the isentropic exponent, was found to have caused an average shift in the acoustic ratio. | L52299 Revised Analysis of Orifice Meter Expansion Factor Data | Orifice meter expansion factor data collected at Southwest Research Institute (SwRI) between 2003 and 2005 have been reviewed to assess the effect of an assumption made during data reduction. In […] | publish | Uncategorized | open | open | l52299-revised-analysis-of-orifice-meter-expansion-factor-data | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52299-revised-analysis-of-orifice-meter-expansion-factor-data/ | 0 | 0 | raw | default | 50 | Measurement | |||||||
| 18/06/2009 | 3006 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The design section of API Recommended Practice 1111 for the Design, Construction, Operation and Maintenance of Offshore Hydrocarbon Pipelines is based on limit states concepts, cast in a simple and practical framework. Some strain-based criteria exist in the recommended practice (RP), but there are a number of load cases not explicitly addressed in the RP that could benefit from strain-based design methods. Given the advances in strain-based design methodology in recent years, there is a need to prepare a supplementary document describing how strain-based design approaches may be used in connection with the RP to produce better overall solutions and ultimately serve as a basis for enhancing the RP. | L52302 Using Strain-Based Design in Conjunction with API RP 1111 | The design section of API Recommended Practice 1111 for the Design, Construction, Operation and Maintenance of Offshore Hydrocarbon Pipelines is based on limit states concepts, cast in a simple and […] | publish | Uncategorized | open | open | l52302-using-strain-based-design-in-conjunction-with-api-rp-1111 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52302-using-strain-based-design-in-conjunction-with-api-rp-1111/ | 0 | 0 | raw | default | 995 | Design, Materials & Construction | |||||||
| 20/09/2009 | 3007 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of the project was to develop a numerical model than may be used to predict the wrinkle formation and post formation behavior of a pipeline considering the effect of soil confinement and define the specifications for the development of a comprehensive wrinkle integrity assessment process. The result of this research is the development of wrinkle assessment techniques that could be used directly or could be used to codify maintenance guidelines. This project focused specifically on the pipe soil interaction modeling wrinkle formation as a result of the relative movement of the pipe and soil. The structural model developed and validated in this program and previous work could be applied to wrinkle bends, however, this issue is not specifically addressed in this report. In addition, the project development efforts focused on the monotonic soil interaction event of idealized (e.g., no secondary degradation like corrosion features) pipe segments. The project completed a critical review of existing structural and soil modelling techniques to identify the most suitable technologies for this application. The soil-pipe interaction under soil movement was found to be best represented using the LS-DYNA Multi-material Eulerian technique which permitted the application of a number of suitable soil constitutive models. This analysis tool permitted the consideration of a range of soil types and large soil displacements. Having defined the most suitable tool set, several pipe soil interaction models were developed. These models were used to illustrate the types of analyses that could be completed and the capabilities of the models to illustrate the sensitivity of the scenario loads, displacements to changes in soil, pipe and other parameters. The modeling results were discussed to demonstrate that their trends and results were in line with intuitive assumptions and engineering judgment. Additional models were developed to simulate large scale pipe-soil interaction laboratory test programs. The results of the simulated test programs were compared with the laboratory results as an initial validation of the modeling techniques and tools. The simulated soil displacement patterns, pipe strains and pipe displacement were shown to agree well with experimental results and as such illustrated the ability of the models to reproduce idealized pipe-soil interaction events. Full-scale soil displacement events were modeled to illustrate the application of the modeling tools to forecast or predict the effects of axial and transverse soil movements on buried pipeline segments. These results were used to illustrate the methods and assumptions inherent in the application of the modeling tools to predict soil loading on pipeline systems. | L52303 Development of Techniques to Assess the Long-Term Integrity of Wrinkled Pipeline | The objective of the project was to develop a numerical model than may be used to predict the wrinkle formation and post formation behavior of a pipeline considering the effect […] | publish | Uncategorized | open | open | l52303-development-of-techniques-to-assess-the-long-term-integrity-of-wrinkled-pipeline | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52303-development-of-techniques-to-assess-the-long-term-integrity-of-wrinkled-pipeline/ | 0 | 0 | raw | default | 195 | Design, Materials & Construction | |||||||
| 10/09/2009 | 3008 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Welding onto in-service pipelines and piping systems allows cost-effective installation of branchconnections (hot taps) and repair sleeves. Beyond the normal in-service welding concerns ofburnthrough and hydrogen cracking, there are often additional concerns when welding ontopipelines and piping systems in chemical service. For example, some products can undergochemical changes when exposed to the heat from an in-service weld. In spite of these concerns,some companies routinely weld on lines in chemical and other potentially hazardous service,although limitations and special precautions are often specified. Examples include wallthickness limitations below which in-service welding is not permitted and the use of weldingprocedures that limit heat input. The objective of this project was to review the concerns forwelding on in-service pipelines in chemical service, the techniques that have been used in thepast to address these concerns, and to develop criteria that will allow this type of welding to becarried out safely. Criteria for in-service welding were developed for a wide range of chemicals that were identified as being of interest. The format for these criteria is similar to material safety data sheets (MSDSs). Many of the potential concerns that were identified can be controlled by limiting the inside surface temperature. Factors that affect inside surface temperature include: (1) pipe wall thickness, (2) the introduction of heat into the pipe wall by the welding process, and (3) the removal of heat by the contents. For many of the concerns that were identified, if protection from burnthrough using the inside surface temperature approach is practiced, protection from these other concerns is also accomplished. The ability to accurately control heat input levels is an important aspect of being able to weld safely onto in-service pipelines, particularly when inside surface temperature needs to be limited. Methods for controlling heat input levels in the field were reviewed and detailed guidance was developed. The benefits of using small-diameter electrodes (lower current levels), which allows the attachment of a hot tap fittings at relatively low heat input levels, were identified. Techniques to address other concerns that are not inside surface temperature related were also identified. | L52304 Development of Criteria-Guidelines for Welding Onto In-Service Chemical Pipelines | Welding onto in-service pipelines and piping systems allows cost-effective installation of branchconnections (hot taps) and repair sleeves. Beyond the normal in-service welding concerns ofburnthrough and hydrogen cracking, there are often […] | publish | Uncategorized | open | open | l52304-development-of-criteria-guidelines-for-welding-onto-in-service-chemical-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52304-development-of-criteria-guidelines-for-welding-onto-in-service-chemical-pipelines/ | 0 | 0 | raw | default | 495 | Design, Materials & Construction | |||||||
| 01/06/2010 | 3009 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | To investigate the feasibility of probabilistic analyses of the peak uplift resistance in frozen soils by varying parameters that are known to be important for the development of the uplift resistance under the upward movement of a pipe. A buried pipeline will be subjected to a variety of forces, both internal and external, including the interaction of the pipe with the surrounding soil. The soil-pipe interaction in permafrost regions have to account for the behavior of frozen and unfrozen soil, and transitions between the two as the pipeline traverses in a discontinuous permafrost zone. The variations in the properties and behavior of frozen soils are expected to be substantial in three dimensions of the Right-of-Way (ROW) and with time (seasonal fluctuations and changes with the history of pipeline operation). Given the uncertainties with frozen soil properties and the changes in behavior with time and location, a large variation in soil-pipe interaction characteristics can exist. The uplift resistance of a pipeline is one of these soil-pipe interactions that can be impacted by a variation in soil condition and state. A need was identified to outline the use of a probabilistic analysis of pipe uplift resistance in an attempt to capture the magnitude of these variations and uncertainties of frozen soil and the impact on the soil-pipe interaction. The probabilistic analysis allows the designer of a pipeline to consider a range of uplift resistance to a certain confidence level that would represent the likely values that a pipe may be subjected to. The work presented in this report is more focused on the methodology of the probabilistic approach, rather than the analysis itself for a specific design case, even though an example is provided for illustration purposes. A series of numerical simulations using Fast Lagrangian Analysis of Continua (FLAC) were completed varying one parameter with each run to develop a library of peak uplift resistances for a variety of different temperatures, soil properties and pipe parameters. The FLAC model was previously developed for PRC, a summary of this report is provided here to outline important parameters that were used to complete this analysis. The simulations were used to develop a correlation of peak uplift resistance as a function of soil tensile strain limit, modulus of deformation, and creep of frozen soils. Each of these parameters is dependent of the pipeline conditions such as temperature, displacement rate, and effective frozen cover depth. It is noted that the scope of the work was to develop a probabilistic method of estimating peak uplift resistance in frozen soils. Even though some sensitivity analysis were carried out, as outlined later in this report, to assess the impacts of the variable, detailed uncertainty analysis or risk assessment were not performed. | L52305 Probabilistic Analysis of Pipeline Uplift Resistance | To investigate the feasibility of probabilistic analyses of the peak uplift resistance in frozen soils by varying parameters that are known to be important for the development of the uplift […] | publish | Uncategorized | open | open | l52305-probabilistic-analysis-of-pipeline-uplift-resistance | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52305-probabilistic-analysis-of-pipeline-uplift-resistance/ | 0 | 0 | raw | default | 195 | Design, Materials & Construction | |||||||
| 30/04/2010 | 3010 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The application of requirements contained in many industry codes and standards requires some interpretation by the user and by the regulator who is called upon to enforce their use. There are often differences in the way requirements are interpreted because of unclear rationale behind the requirements or novel or non-traditional applications. Some industry codes and standards contain guidance in the form of commentary sections or companion documents. This is not the case for API Standard 1104 - Welding of Pipelines and Related Facilities, where requests for interpretation are common because of unclear requirements or an absence of information pertaining to rationale. Since API 1104 is written in the form of a specification, it cannot present background information or discuss the intent of the API 1104 committee. The result of this project was the development of interpretation and guidance material for API 1104. | L52306 Guidelines for Interpretation and Application of API 1104 | The application of requirements contained in many industry codes and standards requires some interpretation by the user and by the regulator who is called upon to enforce their use. There […] | publish | Uncategorized | open | open | l52306-guidelines-for-interpretation-and-application-of-api-1104 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52306-guidelines-for-interpretation-and-application-of-api-1104/ | 0 | 0 | raw | default | 400 | Design, Materials & Construction | |||||||
| 21/08/2009 | 3011 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM |
Corrosion metal-loss is one of the major damage mechanisms to transmission pipelines worldwide. Several methods have been developed for assessment of corrosion defects, such as ASME B31G, RSTRENG and LPC. These methods were derived based on experimental tests and theoretical/numerical studies of the failure behavior of corroded pipelines subjected only to internal pressure loading. In the vast majority of cases, internal pressure loading will be the main loading mechanism on the pipeline. However, there may be instances when pipelines could also be subjected to significant loading from the environment. For onshore pipelines, these additional loads could be as a result of ground movement due to landslides, mining subsidence, or even seismic activity. In the case of offshore pipelines the formation of free spans may impose significant bending loads. For instance, seabed scour can lead to the development and growth of free spans of pipelines resting on the seabed, particularly if they are not trenched. Whilst, the guidance detailed in standard assessment methods will be sufficient in the majority of cases, it may be inappropriate or non-conservative to use it in cases when the pipeline may also be subjected to significant external loading.
As a result, this work focus on :
The remaining strength of corroded pipelines subject to internal pressure and external loading cannot be explicitly assessed using the ASME B31G, RSTRENG and LPC assessment methods. However, these assessment methods have been validated using pipe with real corrosion and simulated (machined) defects welded to dome ends to form a pressure vessel and subsequently failed under internal pressure loading. Consequently, existing methods include some inherent biaxial loading and the remaining strength of corroded pipelines can be assessed with a limited amount of external loading. Ground movement due to landslides can impose significant external loading to transmission pipelines. Stresses in pipelines due to landslides can be greater than the stresses due to internal pressure loading. Methods developed by the nuclear industry for assessing corroded pipework are given in ASME Code Case N-597-2 and based on ASME B31G when the axial extent of wall thinning is limited. For more extensive corrosion, the assessment methods are based on branch reinforcement and local membrane stress limits. Strictly the methods given in ASME Code Case N-597-2 are only applicable to the assessment of piping systems designed to the ASME Boiler and Pressure Vessel Code, Section III. Failure loci of pipelines with isolated corrosion defects and subjected to combined loads have been derived for common pipeline geometries and materials. The failure loci have been validated using tests performed on 457.2mm (18-inch) and 1219.2mm (48-inch) diameter pipe under combined bending/pressure loading. These failure loci can be used to assess the limit of acceptability of existing assessment methods such as ASME B31G and RSTRENG under combined loading conditions. |
L52307 Remaining Strength of Corroded Pipe Under Secondary Biaxial Loading | Corrosion metal-loss is one of the major damage mechanisms to transmission pipelines worldwide. Several methods have been developed for assessment of corrosion defects, such as ASME B31G, RSTRENG and LPC. […] | publish | Uncategorized | open | open | l52307-remaining-strength-of-corroded-pipe-under-secondary-biaxial-loading | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52307-remaining-strength-of-corroded-pipe-under-secondary-biaxial-loading/ | 0 | 0 | raw | default | 50 | Corrosion | |||||||
| 25/10/2010 | 3012 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This work documents case histories, develops an analytical solutions to predict a temperature decreases that occurs when gas leaks out of a well, and performs a computational fluid dynamics analyses of a generic gas well. | L52308 Temperature Logging as a Cavern Mechanical Integrity Test | This work documents case histories, develops an analytical solutions to predict a temperature decreases that occurs when gas leaks out of a well, and performs a computational fluid dynamics analyses […] | publish | Uncategorized | open | open | l52308-temperature-logging-as-a-cavern-mechanical-integrity-test | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52308-temperature-logging-as-a-cavern-mechanical-integrity-test/ | 0 | 0 | raw | default | 100 | Underground Storage | |||||||
| 08/10/2010 | 3013 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Seam cracks can pose a serious threat to the integrity of electric resistance welded (ERW) liquid and gas pipelines. Of concern to the industry is not just the assessment of cracks under service conditions, but also ways that may be used to establish the remaining lives of pipelines based on the results of a hydrostatic pressure test. An accurate crack assessment procedure is required. The main objective of Phase II is to validate the J-based crack assessment method developed in Phase I by using it to predict the results of full-scale burst tests on seam-welded pressurized pipes containing axial surface flaws. The comparisons between measured and predicted burst test conditions demonstrated that the Level 3C (J-based) assessment resulted in conservatively calculated critical burst conditions when fracture toughness values measured using highly constrained bend specimens were used in the analysis. This initial validation exercise highlighted some of the difficulties that may be encountered when attempting to validate the accuracy of advanced flaw assessment methodologies using vintage thin-walled pipe sections containing axial cracks. A second set of validation calculations were performed using modified material properties chosen to compensate for the effects of (a) extraneous plastic strains on stress-strain curves measured on flattened tensile specimens and (b) plastic constraint effects, and the J-based Level 3C assessment methodology developed in Phase I predicted accurate critical flaw sizes and critical pressures for the burst test pipe samples. | L52310 Criteria for Evaluating Failure Susceptibility Due to Crack Defects Phase II | Seam cracks can pose a serious threat to the integrity of electric resistance welded (ERW) liquid and gas pipelines. Of concern to the industry is not just the assessment of […] | publish | Uncategorized | open | open | l52310-criteria-for-evaluating-failure-susceptibility-due-to-crack-defects-phase-ii | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52310-criteria-for-evaluating-failure-susceptibility-due-to-crack-defects-phase-ii/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 09/08/2006 | 2974 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This evaluatates the emerging phased-array (PA) automated ultrasonic testing (AUT) method and further assesses the performance of AUT and PA AUT techniques to detect and size flaws in the current pipelines with a relatively wide range of wall thickness. Given the critical nature of pipelines and the consequences of structural failure, designers are adopting reliability and fitness-for-purpose (FFP) design methods to ensure that structural integrity can be guaranteed throughout the entire design life. The use of reliability and FFP based design methods requires the use of improved assessment and inspection techniques that can reliably detect and size fabrication flaws produced during construction and repair. Over the last five years, AUT has been used increasingly in cross-country and offshore pipeline construction to improve defect detection and sizing reliability. AUT inspection offers many advantages over conventional manual UT including: - Improved reliability and performance (defect detection and sizing) - Ability to obtain an electronic copy of inspection results - Increased speed. | L52236 Ultrasonic Inspection of Hot Tap Branch Connections and Weld Sleeve-Fillet Weld using Phased Arrays | This evaluatates the emerging phased-array (PA) automated ultrasonic testing (AUT) method and further assesses the performance of AUT and PA AUT techniques to detect and size flaws in the current […] | publish | Uncategorized | open | open | l52236-ultrasonic-inspection-of-hot-tap-branch-connections-and-weld-sleeve-fillet-weld-using-phased-arrays | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52236-ultrasonic-inspection-of-hot-tap-branch-connections-and-weld-sleeve-fillet-weld-using-phased-arrays/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 04/12/2006 | 2975 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Strain-based design is used for many situations for pipelines where the loadings from forces other than the internal pressure can be the largest generators of stress and strain in the pipe wall. Such loadings can be generated by soil subsidence, frost heave, thermal expansion and contraction, landslides, pipe reeling, pipe laying, and several other types of environmental loading. Designing based on strain for these cases has an advantage over designing based on stress because these loadings tend to apply a given displacement rather than a given force to the pipe. Standards are much better developed for stress-based design than for strain-based design. While several standards are available that have some coverage of strain-based design, there is a tendency to cover only limited types of loading, as in API RP 1111 for offshore pipe laying. This program aimed to improve guidelines for strain-based design of pipelines by studying cases with combinations of internal pressure and axial plastic strain in tension. Softened heat-affected zone (HAZ) regions have been observed to concentrate strain, particularly under internal pressure. HAZ softening has been observed for welds on X-70 and X-80 steels. Cases with little or no softening have also been observed for other welds in these same grades. This project extended these findings to X-100 steels, with cases of obvious softening and little or no softening observed. Higher heat inputs and larger weld volumes per pass associated with submerged arc welding (SAW) as compared to gas metal arc welding (GMAW) have been correlated with greater softening in each of these pipe grades. | L52241 Strain-Based Design – Strain Concentration at Girth Welds | Strain-based design is used for many situations for pipelines where the loadings from forces other than the internal pressure can be the largest generators of stress and strain in the […] | publish | Uncategorized | open | open | l52241-strain-based-design-strain-concentration-at-girth-welds | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52241-strain-based-design-strain-concentration-at-girth-welds/ | 0 | 0 | raw | default | 95 | Legacy | |||||||
| 30/07/2007 | 2976 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project developed a prototype multi-axis automatic welding system with adaptive control and tracking for use on in-service welding repairs on liquid and gas transmission pipelines. The system is capable of deploying either gas metal arc welding (GMAW) or flux cored arc welding (FCAW) to weld pressure-containing sleeves (Type B), to weld reinforcement sleeves (Type A), or to directly deposit a layer of weld over an area to replace metal loss due to corrosion. The welding system was field tested at TransCanada in North Bay, Ontario and was demonstrated during a workshop at Edison Welding Institute in Columbus, Ohio. In addition, preliminary in-service welding trials with GMAW and FCAW were performed on high strength pipeline steels (X80, X100 and X120) to determine the susceptibility of hydrogen cracking, under simulated in-service welding conditions. | L52244 Advanced Welding Repair and Remediation Methods for In-Service Pipelines | This project developed a prototype multi-axis automatic welding system with adaptive control and tracking for use on in-service welding repairs on liquid and gas transmission pipelines. The system is capable […] | publish | Uncategorized | open | open | l52244-advanced-welding-repair-and-remediation-methods-for-in-service-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52244-advanced-welding-repair-and-remediation-methods-for-in-service-pipelines/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/05/2007 | 2977 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The most commonly used fracture analyses procedure for the prediction of minimum arrest toughness and fracture speed for axially running cracks in line pipe materials for natural gas transmission pipeline applications is the Battelle Two-Curve approach. This analysis procedure incorporates the gas-decompression behavior with the fracture toughness of the pipe material to predict the minimum Charpy energy required for crack arrest. For this model, the effect of backfill on the propagating crack fracture speeds is lumped into one empirically based “backfill coefficient,†which does not distinguish different soil types or strengths. This report provides a better understanding of soil behavior and its affect on the fracture speed of running axial flaws in buried line pipe materials. The results from this program are combined with other full-scale experimental data in developing a modification to the treatment of backfill in the Battelle Two-Curve approach for calculating minimum arrest toughness. This first major improvement to the Battelle Two-Curve approach is incorporated into a computer code called PIPE-DFRAC. | L52245 Improvements to the Two Curve Ductile Fracture Model – Soil-Elastic and Plastic Contributions | The most commonly used fracture analyses procedure for the prediction of minimum arrest toughness and fracture speed for axially running cracks in line pipe materials for natural gas transmission pipeline […] | publish | Uncategorized | open | open | l52245-improvements-to-the-two-curve-ductile-fracture-model-soil-elastic-and-plastic-contributions | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52245-improvements-to-the-two-curve-ductile-fracture-model-soil-elastic-and-plastic-contributions/ | 0 | 0 | raw | default | 995 | Design, Materials & Construction | |||||||
| 01/11/2007 | 2978 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Given the extensive and aging infrastructure of pipelines in developed countries, as well as increasingly stringent regulatory requirements, there is a large incentive to improve damage management processes in order to reduce failures and maintain the existing pipeline infrastructure for a longer period of time. Industry is responding by focusing research and development efforts on key damage management concerns. The objectives of this report were: to review previous work relating to damage management of onshore gas and liquid transmission pipelines as conducted by PRCI and other organizations: to identify gaps that remain to be filled through research and technological development and to rank the gap elements based on the degree of impediment posed and the potential for elimination in the near term. To carry out the work, a comprehensive literature survey was conducted including a detailed review of relevant documents and reports published by PRCI, GRI and other industry consortia. From this information, current capabilities with respect to the detection and sizing of damage, the prediction of defect growth, the assessment of remaining resistance capacity, and the mitigation and/or repair of damage were characterized for each damage mechanism. Available methods, models and tools were evaluated and any elements that are missing or that could be improved were identified. Missing or deficient elements of the damage management process were then evaluated and ranked. | L52246 Damage Management for Operating Pipelines Gap Analysis | Given the extensive and aging infrastructure of pipelines in developed countries, as well as increasingly stringent regulatory requirements, there is a large incentive to improve damage management processes in order […] | publish | Uncategorized | open | open | l52246-damage-management-for-operating-pipelines-gap-analysis | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52246-damage-management-for-operating-pipelines-gap-analysis/ | 0 | 0 | raw | default | 95 | Design, Materials & Construction | |||||||
| 27/02/2004 | 2979 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | There has been a substantial level of effort over the past several decades to understand the role of the human controller/operator in process control industry accidents. This work received a substantial impetus from the Three Mile Island nuclear reactor accident in March 1979, which led to an increased focus on the role of the operator as a decision-maker within the process control system. In response to this focus, industry guidelines were developed to address human factors issues in control room design and plant maintainability, among other issues. During the same period that industry guidelines were being developed in the nuclear industry, the human factors community made significant progress in developing theoretical models of the role of the operator in process control. Models that recognized the importance of operators" cognitive capacities, tendencies, and errors provided additional analytic power in both reconstructing accidents and developing approaches toward new designs. Two alternative near-term research plans were identified, along with the required funds, industry resources, and time. Expected products resulting from two alternative research efforts were outlined. An immediate benefit to industry in supporting the outlined research would be implementation of the Human Factors Operational Review Procedure. This would allow operators to come into compliance with key aspects of the Pipeline Integrity Management rules. More specifically, this guideline would be responsive to the requirement to identify and evaluate preventive and mitigative measures to protect High Consequence Areas, including emergency procedures for responding to spills and ruptures. Human factors critically affect operators" capability to detect and respond to spills, ruptures, and other emergency conditions; and the proposed guideline would directly support these requirements. More generally, it is anticipated that support of this research would result in significant improvement in operational safety, reliability, and efficiency. | L52247 Human Factors Analysis of Leak Detection and Response Scoping Study | There has been a substantial level of effort over the past several decades to understand the role of the human controller/operator in process control industry accidents. This work received a […] | publish | Uncategorized | open | open | l52247-human-factors-analysis-of-leak-detection-and-response-scoping-study | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52247-human-factors-analysis-of-leak-detection-and-response-scoping-study/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 01/05/2007 | 2980 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This report presents a methodology that determines the lowest temperature where ductile fracture would occur for either sharp cracks or blunt corrosion flaws in older low-toughness line pipe base metals. It is applicable to either axial or circumferential flaws in pipes under quasi-static loading, i.e., normal operating conditions with no sudden transient loads. The results showed that ductile initiation of a surface crack can occur at a significantly lower temperature than the Charpy transition temperature. A master curve of transition temperatures for different pipe thickness and crack geometries was developed and validated on 1927 and 1948 vintage pipes. The master-curve of transition temperatures comes from accounting for thickness effects, loading-rate effects, and constraint effects (for a surface crack) on the transition temperatures of the flawed pipe relative to the Charpy transition temperature. These transition temperature shifts were empirically determined from hundreds of past full-scale tests and literally thousands of laboratory tests, and then checked against data developed on much older vintage line pipe steels, i.e., the 1927 and 1948 pipes in this project. | L52249 Failure Initation Modes of Pipe with High Charpy Transition Temperature | This report presents a methodology that determines the lowest temperature where ductile fracture would occur for either sharp cracks or blunt corrosion flaws in older low-toughness line pipe base metals. […] | publish | Uncategorized | open | open | l52249-failure-initation-modes-of-pipe-with-high-charpy-transition-temperature | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52249-failure-initation-modes-of-pipe-with-high-charpy-transition-temperature/ | 0 | 0 | raw | default | 1.795 | Legacy | |||||||
| 01/01/2004 | 2981 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | This project was developed to establish a general methodology to; (a) determine a simple way to assess what is the lowest temperature where ductile crack initiation will occur for a sharp crack or a blunt flaw (i.e., corrosion), (b) to developed several optional approaches to predict the transition temperature shifts that depend on what type of lab specimen data are available, and (c) show validation from past tests as well as by conducting tests on older vintage linepipe steels. This report presents a methodology that determines the lowest temperature where ductile fracture would occur for either a sharp cracks or blunt corrosion flaws in older low-toughness linepipe base metals. It is applicable to either axial or circumferential flaws in pipes under quasi-static loading, i.e., normal operating conditions with no sudden transient loads. The results showed that ductile initiation of a surface crack can occur at a significantly lower temperature than the Charpy transition temperature. A master curve of transition temperatures for different pipe thickness and crack geometries was developed and validated on 1927 and 1948 vintage pipes. The master-curve of transition temperatures comes from accounting for thickness effects, loading-rate effects, and constraint effects (for a surface crack) on the transition temperatures of the flawed pipe relative to the Charpy transition temperature. These transition temperature shifts were empirically determined from hundreds of past full-scale tests and literally thousands of laboratory tests, and then checked against data developed on much older vintage linepipe steels, i.e., the 1927 and 1948 pipes in this project. | L52249 Failure Initiation Modes of Pipe with High Charpy Transition Temperature | This project was developed to establish a general methodology to; (a) determine a simple way to assess what is the lowest temperature where ductile crack initiation will occur for a […] | publish | Uncategorized | open | open | l52249-failure-initiation-modes-of-pipe-with-high-charpy-transition-temperature | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52249-failure-initiation-modes-of-pipe-with-high-charpy-transition-temperature/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 20/05/2005 | 2982 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Current methods to assess pipeline response to nearby sub-surface blasting are largely empirical or semiempirical and do not consider increasingly important factors such as non-pristine pipelines, blasting in soil with varying soil and terrain characteristics, or mitigative measures. Also, the accuracy and limits to the applicability of these methods is questionable. Result: A primary task of this project was a literature search to identify all available testing, analysis, and mitigation methods related to blasting near pipelines. Analytical methods to consider cracks and corrosion in non-pristine pipeline are also reviewed in the report. The literature search showed that a significant database of test results of steel pipeline response to blasting in soil is available. A more limited database is available for steel pipeline response to blasting in rock and practically no data is available for non-steel and non-pristine pipeline response to blasting. The available models to predict blasting stresses in pipelines ranged from a semi-empirical method to predict pipeline stress to simple soil peak particle velocity (PPV) limits on ground shock produced at the pipeline location to prevent pipeline damage. Benefit: The literature review covered four main categories: data from blasting near pipelines and earthquakes, methodologies for predicting or controlling pipeline stresses from blasting, information on mitigative measures to reduce pipeline stresses from blasting, and methods to account for the effects of non-pristine pipeline. Procedures to address combined loadings on typical transmission pipelines are also summarized. | L52260 Gap Study and Recommendation – Pipe Response to Buried Explosive Detonations | Current methods to assess pipeline response to nearby sub-surface blasting are largely empirical or semiempirical and do not consider increasingly important factors such as non-pristine pipelines, blasting in soil with […] | publish | Uncategorized | open | open | l52260-gap-study-and-recommendation-pipe-response-to-buried-explosive-detonations | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52260-gap-study-and-recommendation-pipe-response-to-buried-explosive-detonations/ | 0 | 0 | raw | default | 95 | Design, Materials & Construction | |||||||
| 31/08/2004 | 2983 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | There is no specific guidance available on the use of electrical isolation devices and how to protect against faults. Because of this, the practice of isolation is varied, which at times may lead to a possible loss of pipeline integrity or electrical safety hazards. Electrically isolating devices are common in cathodically protected piping systems. They can be used to electrically isolate the pipeline from terminal facilities and pumping systems, to divide the pipeline into sections for individual CP, or to manage stray current interference. NACE International defines these devices as an Electrical Isolating Joint. This document addresses the conditions when the use of isolating devices is indicated and outlines the conditions when installing an isolating device may either create an adverse condition or require additional measures (such as protective devices) to ensure the proper operation. Installation of electrical isolation (EI) devices may be a requirement for cathodically protected underground pipe. The primary purpose of the isolation is to open an electrical circuit formed by the protected structure and other metallic objects such as terminal facilities, pumping and compressor stations, metering stations, river crossings, etc. | L52265 User Manual for Electrical Isolation Devices | There is no specific guidance available on the use of electrical isolation devices and how to protect against faults. Because of this, the practice of isolation is varied, which at […] | publish | Uncategorized | open | open | l52265-user-manual-for-electrical-isolation-devices | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52265-user-manual-for-electrical-isolation-devices/ | 0 | 0 | raw | default | 75 | Corrosion | |||||||
| 01/11/2004 | 2984 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The natural gas pipeline industry is rapidly implementing comprehensive integrity management practices to meet the demands of new regulatory imperatives and public interests. These new demands require formal integrity management planning programs be developed and applied where pipeline failures could affect High Consequence AreasÂ. A formal integrity management plan (IMP) incorporates some process for identifying threats to a pipeline's integrity. Such threats come in many forms and are uniquely dependent on a wide range of attributes associated with an individual pipeline segment. Interest (or concern) has arisen regarding metal fatigue as one such possible integrity threat. We know from some pipeline failures that occasionally and under certain circumstances, fatigue may constitute a potential threat. The cumulative body of knowledge derived by theory, test, and experience on the subject of fatigue and its effects on piping, pressurized equipment, and welded structures is vast in scope and detail, and it is not the intention of this document to summarize that. Rather, it is intended that this document provide natural gas pipeline operators and others interested in natural gas pipeline safety with a useful understanding of the extent to which fatigue could pose a legitimate and actionable safety threat, as well as to demonstrate the author's opinion that in most respects, fatigue remains a comparatively minor risk component of the overall spectrum of threats to natural gas pipeline safety. | L52270 Basics of Metal Fatigue in Natural Gas Pipeline Systems – A Primer for Gas Pipeline Operators | The natural gas pipeline industry is rapidly implementing comprehensive integrity management practices to meet the demands of new regulatory imperatives and public interests. These new demands require formal integrity management […] | publish | Uncategorized | open | open | l52270-basics-of-metal-fatigue-in-natural-gas-pipeline-systems-a-primer-for-gas-pipeline-operators | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52270-basics-of-metal-fatigue-in-natural-gas-pipeline-systems-a-primer-for-gas-pipeline-operators/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 19/02/2007 | 2985 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The integrity of the liquid pipeline network in the United States is of concern to the pipeline operators, the surrounding communities, and the government. During a recent Office of Pipeline Safety industry forum, concerns regarding the detection of small liquid leaks were discussed. The important topic areas related to small leak detection included identifying the available real-time monitoring and detection systems, assessing the need for new detection technologies, and understanding the performance of currently available systems. The objective of the project was to assess the gap between what liquid pipeline operators need in terms of leak detection and what various leak detection technologies can provide, specifically related to small leaks. For this gap analysis study, small leaks were considered to be pipeline releases that were less than 5% of nominal pipeline flow rate. | L52272 Detection of Small Leaks in Liquid Pipelines – Gap Study of Available Methods | The integrity of the liquid pipeline network in the United States is of concern to the pipeline operators, the surrounding communities, and the government. During a recent Office of Pipeline […] | publish | Uncategorized | open | open | l52272-detection-of-small-leaks-in-liquid-pipelines-gap-study-of-available-methods | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52272-detection-of-small-leaks-in-liquid-pipelines-gap-study-of-available-methods/ | 0 | 0 | raw | default | 75 | Surveillance, Operations & Monitoring | |||||||
| 31/12/2005 | 2986 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | External, corrosion-caused loss of wall thickness is the most common cause of repair for gas transmission pipelines. To prevent an area of corrosion damage from causing a pipeline to rupture, the area containing the corrosion damage must be reinforced. Since corrosion is a time dependent process, as pipelines become older, more repairs are required. Repair methods that can be applied from the inside of a gas transmission pipeline (i.e., trenchless methods) are an attractive alternative to conventional repair methods since pipeline excavation is precluded. This is particularly true for pipelines in environmentally sensitive and highly populated areas. Hydrostatic pressure testing was conducted on pipe sections with simulated corrosion damage repaired with glass fiber-reinforced composite liners, carbon fiber-reinforced composite liners, weld deposition, an adhesively bonded steel patch, and adhesively bonded/helically wound steel strip. To benchmark pipeline material performance, additional pipe sections were evaluated in the virgin and in the corrosion damaged/un-repaired conditions. Three repair technologies exhibited burst pressures that were greater than the burst pressures of the un-repaired pipe sections: adhesively bonded/helically wound steel strip repair exhibited the highest performance with burst pressures ranging from 0.4% to 144% higher; carbon fiber-reinforced liner repair had burst pressures ranging from 4% to 17% higher; and glass fiber-reinforced liner repair had burst pressures ranging from 1% to 7% higher. Two repair technologies exhibited burst pressures that were lower than the burst pressures of the un-repaired pipe sections: adhesively bonded steel patch repair was 1% lower and weld deposition repair was10% lower. | L52273 Internal Repair of Pipelines | External, corrosion-caused loss of wall thickness is the most common cause of repair for gas transmission pipelines. To prevent an area of corrosion damage from causing a pipeline to rupture, […] | publish | Uncategorized | open | open | l52273-internal-repair-of-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52273-internal-repair-of-pipelines/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 27/04/2007 | 2987 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipeline incident data show that about 22 percent of the pipeline incidents reported to the DOT for the period from 1995 through 2003 was caused by excavation damage. Only incidents from all forms of corrosion account for a higher proportion of the incidents, and the corrosion proportion is around 24 percent. This work presents the results of a survey and interpretive review of pipeline operator practices for the prevention of damage to pipelines from mechanical excavating equipment. A recent joint industry-DOT project has produced a compendium of practices and technologies for preventing damage to pipelines. The work described herein represents a follow-on effort to determine how effective these practices and technologies have been with respect to preventing damage. The project was aimed at determining which techniques are effective, which are not effective, and which would be worth further investigation. | L52274 Survey and Interpretive Review of Operator Practices for Damage Prevention | Pipeline incident data show that about 22 percent of the pipeline incidents reported to the DOT for the period from 1995 through 2003 was caused by excavation damage. Only incidents […] | publish | Uncategorized | open | open | l52274-survey-and-interpretive-review-of-operator-practices-for-damage-prevention | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52274-survey-and-interpretive-review-of-operator-practices-for-damage-prevention/ | 0 | 0 | raw | default | 95 | Surveillance, Operations & Monitoring | |||||||
| 01/04/2007 | 2988 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Most pipeline companies operate infrastructure that spans a wide range of vintages including pipelines that were built in 1950s to the 2000s. Some of the pipelines have changed hands, and in many cases, more than once, resulting in a loss of the operating history and of pertinent pipeline data relating to the grade or mechanical properties. In the case of pipelines of unknown grades, PHMSA (OPS/DOT) stipulates the assumption of a 24 ksi yield strength, regardless of its construction. OPS also allows the establishment of the Specified Minimum Yield Strength (SMYS) of the pipeline by verifying its yield strength by carrying out statistically valid sampling. Conventional tensile testing requires the removal of samples from the pipeline for testing which results in temporary line shut down and loss of transmission service. The constructability issues around this are complex, and it requires line repair after sample extraction. In addition, this can result in a loss of throughput and consequent disruption of supply. An appropriate and relevant amount of data from the nondestructive Automated Ball Indentation (ABI) tests and the destructive tensile and fracture toughness tests provides reasonable statistical data sets to establish the validity and accuracy of the ABI technique which produces both tensile and fracture toughness properties from each single test. The ABI test (accomplished in less than two minutes) is now proven to replace both the tensile and fracture toughness tests without specimen machining or service interruption, and it requires only localized surface polishing of in-service pipelines. | L52280 In-Situ Measurement of Pipeline Mechanical Properties Using Stress-Strain Microprobe – Validation | Most pipeline companies operate infrastructure that spans a wide range of vintages including pipelines that were built in 1950s to the 2000s. Some of the pipelines have changed hands, and […] | publish | Uncategorized | open | open | l52280-in-situ-measurement-of-pipeline-mechanical-properties-using-stress-strain-microprobe-validation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52280-in-situ-measurement-of-pipeline-mechanical-properties-using-stress-strain-microprobe-validation/ | 0 | 0 | raw | default | 75 | Integrity & Inspection | |||||||
| 18/09/2007 | 2989 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Standards have been in place for many years providing procedures for the proper loading of line pipe for shipment by railroad and by vessel, namely, API Recommended Practice 5L1 and API Recommended Practice 5LW, respectively. These practices were developed in response to a recognized need to avoid excessive stresses in the transported pipe caused by unfavorable positioning of the pipe on cradles or supports combined with inertial loadings on the stacked pipe from railcar or vessel motion. The need for this effort became apparent as a result of hydrostatic test failures that occurred in newly constructed pipelines where the failure origins exhibited fatigue even though the pipe had not yet entered service, as well as in-service failures originating at shipping-damage defects that survived the commissioning hydrostatic test but enlarged while the line was in service. The scope of this study consisted of three phases. The first phase was to document the industry position with respect to line pipe transport. The second phase was to perform a detailed technical analysis of the susceptibility of line pipe to damage from inertial loadings during highway transportation. The third phase was to develop a prototype standard giving minimum specifications designed to avoid damage. The resulting work product can be used as a starting point by an appropriate standards-writing body for development of a specification in accordance with its standards development process. | L52281 Evaluating the Need for Loading Specifications for Highway Transportation of Line Pipe | Standards have been in place for many years providing procedures for the proper loading of line pipe for shipment by railroad and by vessel, namely, API Recommended Practice 5L1 and […] | publish | Uncategorized | open | open | l52281-evaluating-the-need-for-loading-specifications-for-highway-transportation-of-line-pipe | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52281-evaluating-the-need-for-loading-specifications-for-highway-transportation-of-line-pipe/ | 0 | 0 | raw | default | 95 | Design, Materials & Construction | |||||||
| 01/07/2007 | 2990 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Many natural gas storage wells suffer damage during normal storage operations. Storage operators spend upwards of $100 million per year recovering lost deliverability. Damage to casings in gas storage wells is largely the result of localized loss of metal from corrosion; however, other types of damage do occur. Individual corrosion pits can be found either on the inside or outside of the casing wall. Repair methods that are currently used for natural gas storage well casings include patches, plugs, liners, etc. While currently-used repair methods can be a cost-effective means of repairing damaged casings as compared to the cost of running an entirely new casing, there is a need to identify and develop alternative casing repair methods that are more economical and/or do not have inherent operational disadvantages. Many of the current repair methods are proprietary, and as a result, are relatively costly to perform. In addition, many of these repair methods (e.g., tube and packer system repairs) result in a decreased cross-sectional area, which creates operational limitations due to flow restrictions and reduces the ability to perform well logging operations. The objective of this project was to review current state-of-the-art casing repair technologies to identify more cost effective alternatives. The most prominent form of underground U.S. gas storage is depleted reservoirs. American Petroleum Institute specification 5CT contains the industry standard design guidance for new casings; however, there are no industry standard repair procedures and each state has their own. The most common state required repair integrity test is pressure testing. Casings must withstand tensile, burst, and collapse loads. Most state repair procedures do not specify a target mechanical property that defines repair success. It is therefore easy to assume that a repair should return a casing back to its original integrity level; however, it may not be necessary. The major types of damage mechanisms are corrosion, threaded connection separation, sealant leaks, split casings, and drill bit damage. While a literature search indicated that the most commonly used types of cost effective repair processes are squeezes, liners, and plating, industry feedback indicated that liner repair is the most commonly used repair process. Adhesively bonded, helically-wound, steel strip repair and magnetic pulse welding are the most promising alternative repair technologies identified, mainly because both are applicable for a broad range of damage types and as an alternative to both traditional casing liner and expandable tubular repair technologies. | L52282 State-of-the-Art Assessment of Alternative Casing Repair Methods | Many natural gas storage wells suffer damage during normal storage operations. Storage operators spend upwards of $100 million per year recovering lost deliverability. Damage to casings in gas storage wells […] | publish | Uncategorized | open | open | l52282-state-of-the-art-assessment-of-alternative-casing-repair-methods | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52282-state-of-the-art-assessment-of-alternative-casing-repair-methods/ | 0 | 0 | raw | default | 95 | Legacy | |||||||
| 01/11/2007 | 2991 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Excavation damage continues to be a leading cause of damage to underground facilities. It was cited as the cause in over 15% of all pipeline incidents in 2006. Effective damage prevention programs are necessary to prevent damages to underground facilities and to ensure public health and safety, environmental protection and continuity of vital services. All stakeholders, including the public, share responsibility for and the benefits of damage prevention. Although much has been done to address excavation damage it continues to be a problem. The Virginia Pilot Project for Incorporating GPS Technology to Enhance One-Call Damage Prevention was undertaken as a "proof-of-concept" project to research and implement new and existing technology to significantly enhance the development and communication of accurate information among stakeholders regarding the exact location of planned excavations. Resulting improvements in the one-call damage prevention process would in turn have a positive impact on damage prevention and the safety and reliability of operations of underground facilities. | L52283 Ground Positioning Satellite in Conjunctions with Current One-Call System – Virginia | Excavation damage continues to be a leading cause of damage to underground facilities. It was cited as the cause in over 15% of all pipeline incidents in 2006. Effective damage […] | publish | Uncategorized | open | open | l52283-ground-positioning-satellite-in-conjunctions-with-current-one-call-system-virginia | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52283-ground-positioning-satellite-in-conjunctions-with-current-one-call-system-virginia/ | 0 | 0 | raw | default | 50 | Surveillance, Operations & Monitoring | |||||||
| 05/02/2008 | 2992 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | For buried pipelines a well established problem has been that of upheaval buckling. This occurs because the fluid is usually pumped through the pipes at elevated temperatures causing the pipeline to experience thermal expansion which, if restrained, leads to an increase in the axial stress in the pipeline possibly resulting in a buckling failure. A secondary phenomenon that has also been identified, particularly in loose sands and silts, involves floatation of pipelines through the backfill material, usually shortly after burial. The upheaval buckling limit state function developed in this project employs the critical upheaval buckling force and applied compressive force due to temperature and pressure. It applies to pipe sections containing a hill-crest type of imperfection over which the pipeline is routed using a series of cold formed bends. The critical buckling force is calculated using an empirical equation developed by Boreas based on the results of parametric finite element analyses (FEA) on 252 design cases. The input parameters for the empirical equation are pipe diameter, diameter-over-wall-thickness (D/t) ratio, grade, pressure, soil download and imperfection angle. The development of the equation is described in a technical report prepared by Boreas. | L52284 Upheaval Buckling Limit State Function for Onshore Gas Pipelines | For buried pipelines a well established problem has been that of upheaval buckling. This occurs because the fluid is usually pumped through the pipes at elevated temperatures causing the pipeline […] | publish | Uncategorized | open | open | l52284-upheaval-buckling-limit-state-function-for-onshore-gas-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52284-upheaval-buckling-limit-state-function-for-onshore-gas-pipelines/ | 0 | 0 | raw | default | 150 | Design, Materials & Construction | |||||||
| 04/04/2008 | 2993 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | For pipelines that utilize high design factors, excessive plastic deformation may occur in the hoop direction under internal pressure applied during field hydrostatic testing. Excessive plastic deformation can lead to coating damage and subsequent corrosion. Therefore, a limit state function for excessive plastic deformation was established to address this condition. The limit state function was established as the allowable plastic strain minus the accumulated plastic hoop strain induced by hydrostatic test pressure. The objective of this study was to expand the limit state function library to allow a wider range of conditions and threats to be explicitly considered in the application of RBDA. The new limit state functions developed in this study are applicable to situations involving excessive plastic deformation under hydrostatic testing pressure, restrained thermal expansion, seam-weld defects and stress-corrosion cracking (SCC). The basic assumptions and methodologies used to develop these limit state functions are described in this report. Probabilistic characteristics of the input parameters (including model uncertainties) associated with each limit state function are also summarized based on publicly available literature, studies funded by PRCI and data provided by PRCI members. | L52286 Limit State Function Development for the Application of RBD and Assessment to Onshore Pipelines | For pipelines that utilize high design factors, excessive plastic deformation may occur in the hoop direction under internal pressure applied during field hydrostatic testing. Excessive plastic deformation can lead to […] | publish | Uncategorized | open | open | l52286-limit-state-function-development-for-the-application-of-rbd-and-assessment-to-onshore-pipelines | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52286-limit-state-function-development-for-the-application-of-rbd-and-assessment-to-onshore-pipelines/ | 0 | 0 | raw | default | 295 | Design, Materials & Construction | |||||||
| 01/04/2002 | 2954 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The objective of this project was to start the process of making the MIVC technique simple and cost effective for use in the field by reducing both the size of the required sensors and instrumentation and the calibration requirements. Three steps were taken to meet this objective: (1) design and build a small, lightweight magnetic circuit that can be handled by a single technician, (2) reduce the number and size of the instruments used to perform the MIVC measurements, and (3) investigate the variability of the MIVC calibration curves among different pipe grades and the feasibility of establishing a universal calibration curve or family of curves. | L52011 Development of Fieldable Magnet and Digital MIVC Stress Measurement Techniques | The objective of this project was to start the process of making the MIVC technique simple and cost effective for use in the field by reducing both the size of […] | publish | Uncategorized | open | open | l52011-development-of-fieldable-magnet-and-digital-mivc-stress-measurement-techniques | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52011-development-of-fieldable-magnet-and-digital-mivc-stress-measurement-techniques/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/01/2002 | 2955 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Pipelines fail due to various causes. The "outside forces" incident category includes acts of man (such as impact damage by earth moving machinery) but it also embraces acts of nature. Outside forces has been the dominant incident category in most Western World oil and gas transmission pipeline systems. Incidents due to outside forces have been the leading cause of significant failures on transmission pipelines in the USA since formal record keeping and trend analysis of incidents began in the 1970's. This trend remains currently, with these results reflecting incident experience for 2002. While this situation is not expected to change in the near term, the recent data from 2002 indicate corrosion is overtaking outside force as the main failure cause. The objectives of this report are to evaluate current state of knowledge concerning assessment and management of mechanical damage to pipelines, and identify outstanding issues or gaps to be addressed by the industry. Motivation for such an evaluation and gaps analysis lies in several factors, including much work done has been recently done worldwide. Third-party damage is typically the largest incident category, with the largest consequences, and pending regulatory actions are consequence based, and will require a management strategy to deal with mechanical damage. | L52013 Mechanical Damage Gaps Analysis | Pipelines fail due to various causes. The “outside forces” incident category includes acts of man (such as impact damage by earth moving machinery) but it also embraces acts of nature. […] | publish | Uncategorized | open | open | l52013-mechanical-damage-gaps-analysis | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52013-mechanical-damage-gaps-analysis/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/09/2003 | 2956 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The Gas Tungsten Arc Welding (GTAW) process has been used for many years in the joining of carbon steel, alloy steel and non-ferrous alloys. Its capacity to deposit an external root, the ability to choose filler metals for a wide variety of base metals, and its favorable deposition characteristics make this a versatile process which is associated with low defect susceptibility, and excellent weld metal properties. Unfortunately, the GTAW process has not historically been associated with high productivity rates. Past efforts to enhance productivity through "hot wire" technology have improved the GTAW process markedly. Nevertheless, even with "hot wire"technology, the establishment of a GTAW root pass has not been considered competitive with existing GMAW mechanized processes. The objective of this project is to optimize the productivity of the GTAW process for girth welding of pipelines using activating fluxes. | L52016 Active Flux GTAW Welding Process for Carbon Steel Line Pipe Applications – Phase 1 | The Gas Tungsten Arc Welding (GTAW) process has been used for many years in the joining of carbon steel, alloy steel and non-ferrous alloys. Its capacity to deposit an external […] | publish | Uncategorized | open | open | l52016-active-flux-gtaw-welding-process-for-carbon-steel-line-pipe-applications-phase-1 | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52016-active-flux-gtaw-welding-process-for-carbon-steel-line-pipe-applications-phase-1/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 01/01/2004 | 2957 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | In-service welding is a common industrial practice for both maintenance and repair purpose. Its applications include, but not limited to repair of pipeline damages caused by construction or corrosion, and hot tap welding used to add branch connections to existing pipelines. In-service welding enables maintaining and repairing pipelines without removing them from service. Such welding operations generate significant economic and environmental benefits, for example, no interruption of pipeline operations and no venting of pipeline contents. One of the common problems associated with in-service welding is hydrogen cracking. Pipeline operating conditions combined with unscrupulous welding procedures could lead to high heat-affected zone (HAZ) hardness values and this, in turn, could cause hydrogen cracking. The risk of hydrogen cracking is particularly high for older pipeline materials with high carbon equivalent. The objective of the project was to produce a significantly improved HAZ hardness prediction procedure over the procedure in the current PRCI thermal analysis software by utilizing state-of-the-art phase transformation models for steels. Systematic validation of the prediction algorithms was conducted using extensive experimental data of actual welds. The hardness prediction model is expected to become the basis on which the hardness prediction module of the PRCI thermal analysis software will be upgraded and improved. | L52025 Calibration of the PRCI Thermal Analysis Model for Hot Tap Welding | In-service welding is a common industrial practice for both maintenance and repair purpose. Its applications include, but not limited to repair of pipeline damages caused by construction or corrosion, and […] | publish | Uncategorized | open | open | l52025-calibration-of-the-prci-thermal-analysis-model-for-hot-tap-welding | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52025-calibration-of-the-prci-thermal-analysis-model-for-hot-tap-welding/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 08/08/2006 | 2958 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Note the PRCI Pipeline Repair Manual 2021 Edition is now available and supersedes this edition. The 2021 Edition is available here. Technology advancements in materials, techniques, new products, procedures, etc. offer pipeline companies the opportunity to extend the safe life of assets in place. A comprehensive Pipeline Repair Manual is needed to address these new advances, provide engineering guidance to choose appropriate repair techniques for specific defects in pipelines. This new updated Pipeline Repair Manual provides guidance to pipeline operators as they: (1) choose appropriate repair techniques for specific defects in in-service pipelines; (2) develop or enhance their own procedures and/or manuals for pipeline repairs; (3) or train or qualify maintenance personnel. The manual presents a catalog of known pipeline repair techniques, and discusses the various types of pipeline defects that lend themselves to being repaired while in-service. A matrix is provided to match defects in need of repair with appropriate repair methods. In addition defect assessment methods are presented as are safety considerations related to making in-service repairs. The manual is divided into the following major sections: (1) Response to the discovery of an anomaly or defect - this section presents safety issues and defines critical information that is required to make an appropriate repair response. (2) Pipeline repair methods - this section describes the known methods of repairing in-service pipelines. (3) Appropriate repairs for various types of defects - this section matches the types of defects that are likely to be encountered in in-service pipelines with appropriate repair methods. (4) Repair methods in Europe - this section was added after a review of the draft by a committee of pipeline repair specialists from several European pipeline operators who are members of the Group Europeene de Recherches Gazieres (GERG). It contains suggestions made by the committee to enhance the substance of this manual and to inform readers concerning European practices. (5) Guidelines for repair procedures - this section presents a model procedure, which a pipeline operator may use to create, enhance, or evaluate repair procedures. This document was formerly known as 'Updated Pipeline Repair Manual Revision 6' | L52047 PRCI Pipeline Repair Manual 6th Edition | Note the PRCI Pipeline Repair Manual 2021 Edition is now available and supersedes this edition. The 2021 Edition is available here. Technology advancements in materials, techniques, new products, procedures, etc. […] | publish | Uncategorized | open | open | l52047-prci-pipeline-repair-manual-6th-edition | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52047-prci-pipeline-repair-manual-6th-edition/ | 0 | 0 | raw | default | 895 | Legacy | |||||||
| 15/06/2007 | 2959 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Failures in transmission pipelines are often the result of mechanical damage. The US DOT has indicated that 20 to 40 percent of the serious pipeline incidents in any given year are related to mechanical damage. This damage is due to third party activities, mishandling during construction, pipeline bedding material consolidation, or ground movement. This project report includes a discussion of the following work: Development of a criteria for weld interaction with restrained rock dents, pipe ovality and wrinkles; Development of a means of considering pressure fluctuation severity in these criteria, and Development of guidance and recommendations on how to consider the effects of soil confinement. | L52048 Evaluation of the Interaction of Mechanical Damage on Welds | Failures in transmission pipelines are often the result of mechanical damage. The US DOT has indicated that 20 to 40 percent of the serious pipeline incidents in any given year […] | publish | Uncategorized | open | open | l52048-evaluation-of-the-interaction-of-mechanical-damage-on-welds | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52048-evaluation-of-the-interaction-of-mechanical-damage-on-welds/ | 0 | 0 | raw | default | 295 | Design, Materials & Construction | |||||||
| 09/08/2004 | 2960 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Welds made onto in-service pipelines tend to cool at an accelerated rate as the result of the flowing content"s ability to remove heat from the pipe wall. These welds are therefore likely to have high heat-affected zone (HAZ) hardness values and to be susceptible to hydrogen cracking. The use of thermal analysis modeling allows welding parameters (i.e., required heat input levels) to be selected based on anticipated weld cooling rates. Both the Battelle model and the recently developed PRCI Thermal Analysis Model for Hot Tap Welding assume that the pipe material is the most susceptible material being welded. Some attachments (e.g., hot formed fittings, etc.) have a significantly less favorable chemical composition (i.e., higher carbon equivalent level) than the pipe material. As a result, for some in-service welding applications, the attachment material may be more susceptible to cracking than the pipe material. Modifications were made to the finite-element solver of the PRCI model to enable hardness prediction in both the pipe and attachment material. The source code for the modified finite-element solver was provided to Technical Toolboxes - PRCI"s commercial partner for software marketing and distribution. The required modifications to the user interface were also developed. In addition, user interface modifications required to rectify a number of faults that were identified and to improve the user interface were also developed. The incorporation of these enhancements and improvements, which are described herein, will require modification by Technical Toolboxes of the Visual Basic-based version of the software that is currently being marketed (V4.2.1). Following the incorporation of these enhancements and improvements, validation trials should be carried out. | L52056 Enhancement of PRCI Thermal Analysis Model for Assessment of Attachments | Welds made onto in-service pipelines tend to cool at an accelerated rate as the result of the flowing content”s ability to remove heat from the pipe wall. These welds are […] | publish | Uncategorized | open | open | l52056-enhancement-of-prci-thermal-analysis-model-for-assessment-of-attachments | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52056-enhancement-of-prci-thermal-analysis-model-for-assessment-of-attachments/ | 0 | 0 | raw | default | 95 | Legacy | |||||||
| 05/07/2005 | 2961 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Accurate control of preheat is often required during pipeline welding, both for new construction and for in-service welding (repairs and hot tapping). Conventional methods of applying preheat, such as gas torches, are difficult to control, and can be slow and inefficient. Additionally, the rapid cooling associated with in-service pipelines tends to limit the effectiveness of any form of preheat. New equipment for induction preheating offers the possibility of achieving excellent levels of control together with high thermal efficiency, rapid response, and minimal disruption of accessibility to the weld joint. The objective of this project was to develop guidelines for preheating welds made onto in-service pipelines and determine the capabilities and limitations of methods of applying preheat using equipment suitable for in-service applications. Field trial experiments were carried out on a 34-in. (863.6-mm) diameter × 0.281-in. (7.1-mm) wall thickness crude oil pipeline to compare the performance of induction preheating and flame preheating under actual in-service conditions. In general, induction heating was found to be much more effective than flame heating. The field trial produced some interesting insights into preheating for in-service welding applications in general and the use of induction heating for this purpose in particular. Guidance was developed pertaining to the appropriate preheat. | L52058 Evaluation of Preheat Requirements for In-Service Welding | Accurate control of preheat is often required during pipeline welding, both for new construction and for in-service welding (repairs and hot tapping). Conventional methods of applying preheat, such as gas […] | publish | Uncategorized | open | open | l52058-evaluation-of-preheat-requirements-for-in-service-welding | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52058-evaluation-of-preheat-requirements-for-in-service-welding/ | 0 | 0 | raw | default | 95 | Legacy | |||||||
| 30/05/2006 | 2962 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | There are a number of applications where the attachment of hot tap fittings to in-service pipelines by welding is difficult, if not impossible. These applications include very thin-wall pipelines, older carbon steel pipelines with very high carbon equivalent values, pipelines made of high-alloy materials, sub-sea pipelines, etc. There are two primary concerns with welding onto in-service pipelines and piping systems. The first concern is for welder safety during welding, since there is a risk of burnthrough, where the welding arc causes the pipe wall to be penetrated allowing the contents to escape. The second concern is for the integrity of the system following welding, since welds made in-service cool at an accelerated rate as the result of the flowing contents ability to remove heat from the pipe wall. These welds, therefore, are likely to have hard, crack-susceptible heat-affected zones (HAZs) and may be susceptible to hydrogen cracking. An alternative method of attaching hot tap fittings is therefore attractive. This repot evaluated the use of Grouted Tee technology developed by Advantica for the installation of in-service branch connections in situations where in-service welding is difficult or impossible. | L52059 Evaluation of Grouted Tee Connections for Thin-Walled Pipe | There are a number of applications where the attachment of hot tap fittings to in-service pipelines by welding is difficult, if not impossible. These applications include very thin-wall pipelines, older […] | publish | Uncategorized | open | open | l52059-evaluation-of-grouted-tee-connections-for-thin-walled-pipe | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52059-evaluation-of-grouted-tee-connections-for-thin-walled-pipe/ | 0 | 0 | raw | default | 150 | Design, Materials & Construction | |||||||
| 01/09/2003 | 2963 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | A repair method that can be applied from the inside of a gas transmission pipeline (i.e., a trenchless repair) is an attractive alternative to conventional repair methods since the need to excavate the pipeline is precluded. This is particularly true for pipelines in environmentally sensitive and highly populated areas. This project was a survey and so did not involve an experimental procedure or equipment in the conventional sense. The objectives of the project were to evaluate, develop, demonstrate, and validate internal repair methods for pipelines; develop a functional specification for an internal pipeline repair system; and prepare a recommended practice for internal repair of pipelines. The purpose of this survey is to better understand the needs and performance requirements of the natural gas transmission industry regarding internal repair. | L52060 Internal Repair of Gas Pipelines Survey of Operator Experience and Industry Needs Report | A repair method that can be applied from the inside of a gas transmission pipeline (i.e., a trenchless repair) is an attractive alternative to conventional repair methods since the need […] | publish | Uncategorized | open | open | l52060-internal-repair-of-gas-pipelines-survey-of-operator-experience-and-industry-needs-report | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52060-internal-repair-of-gas-pipelines-survey-of-operator-experience-and-industry-needs-report/ | 0 | 0 | raw | default | 595 | Legacy | |||||||
| 07/02/2003 | 2964 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Three standards were evaluated to assess the the potential for a unified standard: ISPDM (Industry Standard Pipeline Data Management), ISAT (Integrated Spatial Analysis Techniques), and PODS (Pipeline Open Data Standard). The scope of the analysis included: establishing the basic information modeled in each standard, information modeling techniques employed in each standard, exclusive/overlapping information in each standard, and evaluation of a potential integrated standard. This analysis has been performed using information publicly available from each standard owner. | L52075 Analysis of Pipeline Data Standards | Three standards were evaluated to assess the the potential for a unified standard: ISPDM (Industry Standard Pipeline Data Management), ISAT (Integrated Spatial Analysis Techniques), and PODS (Pipeline Open Data Standard). […] | publish | Uncategorized | open | open | l52075-analysis-of-pipeline-data-standards | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52075-analysis-of-pipeline-data-standards/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/09/2003 | 2965 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | As pipeline coating and associated cathodic protection (CP) systems age, areas along the pipeline inevitably develop that fall below a prescribed CP criterion. In efforts to meet an adequate CP criterion, engineers often resort to supplementing their existing CP system with magnesium anodes at these "low" potential areas resulting in a "hybrid" cathodic protection system consisting of an impressed current CP system (ICCP) supplemented with magnesium (Mg) anodes. This often achieves the desired result i.e. the potential measured over the pipe becomes more negative. However, there remain several unanswered questions concerning the real benefits to the polarization level of the pipe and the overall effect on the impressed current cathodic protection system. The primary objective of this PRCI project was to develop a better understanding of the relationship between ICCP systems and Mg anodes installed as hot-spot protection. This understanding will assist CP engineers in the design and operation of effective, economic CP systems. | L52100 Hot-Spot Protection for Impressed Current Systems | As pipeline coating and associated cathodic protection (CP) systems age, areas along the pipeline inevitably develop that fall below a prescribed CP criterion. In efforts to meet an adequate CP […] | publish | Uncategorized | open | open | l52100-hot-spot-protection-for-impressed-current-systems | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52100-hot-spot-protection-for-impressed-current-systems/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/07/2004 | 2966 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The measurement and interpretation of soil resistivity data is a fundamental aspect of pipeline corrosion engineering; nevertheless, very little information has been specifically published to assist pipeline corrosion personnel with these tasks. The purpose of this project was to evaluate the various techniques and instruments which are available for the measurement of soil resistivity, and also to consider the methods which are available to interpret the data. Although large amounts of information have already been published on this subject in other fields of engineering, much of this literature is not applicable to pipeline corrosion applications. A test method which might be considered a standard practice in one field of engineering may not be applicable to pipeline corrosion engineering at all, and so it was important that this evaluation be conducted by a pipeline corrosion engineer on behalf of all pipeline corrosion engineers. It was anticipated that this report might serve as a soil resistivity reference for the pipeline and corrosion industries, and possibly for electrical engineers in general, who are interested in the investigation of the earth's electrical characteristics. | L52127 Evaluation of Soil Resistivity Measurement Techniques | The measurement and interpretation of soil resistivity data is a fundamental aspect of pipeline corrosion engineering; nevertheless, very little information has been specifically published to assist pipeline corrosion personnel with […] | publish | Uncategorized | open | open | l52127-evaluation-of-soil-resistivity-measurement-techniques | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52127-evaluation-of-soil-resistivity-measurement-techniques/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/07/2004 | 2967 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | To mitigate and prevent corrosion of pipelines, cathodic protection (CP) is imposed in the form of impressed current, sacrificial anodes (e.g., Mg ribbons), or a combination of the two. To reduce the CP current load and aid in corrosion prevention, most pipelines are also coated with an organic coating. Over the course of time, it has been noted that the coatings tend to degrade leading to disbondments, holidays, and tares. For the most part, the presence of holidays and tares are not of tremendous concern as the CP system is in place to protect them and if needed the current output of the system can be increased to compensate for the formation of new defects. Disbondments, however, can be a source of significant concern because in some case the CP does not penetrate and protect the disbonded region. This has been shown to be a leading factor in enhanced corrosion in the disbonded region as well as in the development of SCC failures in several pipeline systems. Such regions are difficult to protect with CP as they are shielded from the current (i.e., there is insufficient current flow for adequate protection), reflecting a condition known as CP shielding. CP shielding can occur for reasons other than coating disbondments, including permafrost, use of insulating panels to prevent contact of intersecting pipelines, various barrier materials, rocks, tree roots, and other naturally occurring high resistance materials, and often times casings. Even though not all cases of CP shielding are detrimental, it is evident that detecting and locating possible areas of CP shielding is of prime concern as these locations are potentially subject to higher corrosion rates and possible SCC. The objective of this project was to review and discuss current practices used to detect CP shielding as well as to conduct a gap analysis to explore other promising technologies that may prove useful if implemented. Because there are two main circumstances under which CP shielding is investigated, the discussion centers on detecting CP shielding from above ground and post hole excavations. | L52131 Gap Analysis of Location Techniques for CP Shielding | To mitigate and prevent corrosion of pipelines, cathodic protection (CP) is imposed in the form of impressed current, sacrificial anodes (e.g., Mg ribbons), or a combination of the two. To […] | publish | Uncategorized | open | open | l52131-gap-analysis-of-location-techniques-for-cp-shielding | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52131-gap-analysis-of-location-techniques-for-cp-shielding/ | 0 | 0 | raw | default | 99 | Legacy | |||||||
| 26/08/2004 | 2968 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The Pipeline Research Council International, Inc. found that Scandpower has software that is capable of predicting the transient response of a pipeline segment transporting either conventional or enriched dense phase natural gas mixtures when subjected to a controlled blow down or an uncontrolled rupture event. Consequently PRCI expressed a desire to pursue an experimental work to provide the basis for evaluating the adequacy of the existing software and/or define further development if any. NOVA Research & Technology Corporation (NRTC) was awarded a contract to perform the experimental work and compare results with prediction by the OLGA 2000 software. The existing NPS 2 stainless steel decompression tube test rig at TCPL Gas Dynamic Test Facility (GDTF) in Didsbury, Alberta, Canada, has been expanded specifically for this project. The initial length of 30 meters was extended to 172 meters in order to simulate a longer length to diameter (L/D) ratio. Two sets of tests were conducted: one to simulate pipeline rupture and another to simulate controlled blowdown. Rupture was simulated by a rupture disc located at one end of the tube, while blowdown was affected by a typical blowdown stack and a reduce-bore ball valve. The test scope included three gas mixtures (conventional, medium rich and rich) and three initial pressures: 10, 14 and 20 MPa. | L52187 Decompression Response of High-Pressure Natural Gas Pipelines Under Rupture or Blowdown Conditions | The Pipeline Research Council International, Inc. found that Scandpower has software that is capable of predicting the transient response of a pipeline segment transporting either conventional or enriched dense phase […] | publish | Uncategorized | open | open | l52187-decompression-response-of-high-pressure-natural-gas-pipelines-under-rupture-or-blowdown-conditions | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52187-decompression-response-of-high-pressure-natural-gas-pipelines-under-rupture-or-blowdown-conditions/ | 0 | 0 | raw | default | 595 | Design, Materials & Construction | |||||||
| 01/06/2006 | 2969 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The major challenges for deepwater riser systems are the higher external pressures, increased weights and tensions, larger dynamic loads and responses, potential for fatigue of the girth welds, severe flow assurance requirements, and the need to provide an economical design and installation. Result: This report provides PRCI with an updated version of the pipeline riser design and application guide. The focus of this report is on deepwater risers to both fixed and floating platforms, in sizes up to 24-in (610 mm) outside diameter, and in the range of water depths between 1,000 and 10,000 ft (305-3050 m). As with the previous report from 1987; Pipeline Riser System Design and Application Guide by Brown and Root U.S.A, this document is intended to serve as a starting point for the planning and design of deep-water risers, and is intended primarily for use by design engineers. This report describes nine different riser systems, together with various options, and discusses the applications and limitations of each system. Included for each riser are design issues related to installation and operation in the deepwater offshore environment, applicable design analyses and computer software references, and riser system component design. In addition, the guide contains identification of areas of current riser system technology that require further development work to make them more applicable in water depths approaching 10,000 feet (3050 m); references, including published papers and patents, related to this area of deep-water pipeline risers and a set of spreadsheets listing most of the existing and near-future deepwater oil and gas developments, with information about the risers used on each development. | L52189 Analysis and Guidelines for Deep Water Risers | The major challenges for deepwater riser systems are the higher external pressures, increased weights and tensions, larger dynamic loads and responses, potential for fatigue of the girth welds, severe flow […] | publish | Uncategorized | open | open | l52189-analysis-and-guidelines-for-deep-water-risers | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52189-analysis-and-guidelines-for-deep-water-risers/ | 0 | 0 | raw | default | 395 | Design, Materials & Construction | |||||||
| 01/05/2004 | 2970 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | There is a clearly identified ongoing need to maintain the integrity and the safety of new and existing pipeline facilities. By minimizing coating damage during installation and service, the probability of compromising the pipeline's integrity due to under-film corrosion, stress corrosion cracking, AC corrosion etc. is significantly reduced. Coating selection without careful consideration of geotechnical conditions will increase the potential for coating damage. Consideration of the geotechnical conditions and backfill design in the selection of mainline, field joint and rehabilitation coatings could prove technically, economically and environmentally beneficial. This project focused specifically on the mechanical properties of a pipeline coating in relation to the need to use imported or site-processed bedding and padding materials to create the pipelines habitat. Large-scale tests have highlighted the significant variation in the mechanical properties of pipeline coating materials and their potential incompatibility with aggregates typically used to create the pipelines habitat. Resistance to impact, penetration and abrasion damage is a fundamental requirement of pipeline coatings. This project has established the maximum size of bedding and padding with which to ensure the pipeline coating remains free of defects. | L52208 Coating and Backfill System Optimisation | There is a clearly identified ongoing need to maintain the integrity and the safety of new and existing pipeline facilities. By minimizing coating damage during installation and service, the probability […] | publish | Uncategorized | open | open | l52208-coating-and-backfill-system-optimisation | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52208-coating-and-backfill-system-optimisation/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 24/06/2004 | 2971 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | The field application of pipeline repair and rehabilitation coatings can be greatly dependent upon the ambient conditions on the day of the scheduled repair. In some cases, such as the application of FBE at girth welds, temporary shelters can be built over the girth weld area to protect pipe from the elements. However, for the majority of pipeline applications, coatings must be applied to a pipe surface that is not optimized for coating application. Specifically, pipelines which are in service during the repair coating operation will be at the temperature of the product flowing through them regardless of the ambient temperature. This poses a very large problem when the temperature of the pipeline is below the dew point of the ambient air, because condensation will occur continuously on the pipe surface. The objective of this work was to determine the performance implications of applying pipeline repair coatings to wet or damp surfaces. Six liquid repair coatings were applied to steel substrates with varying degrees of surface wetness. Three coatings were standard epoxies; three were specially formulated for wet surface tolerance. The coatings were tested for cathodic disbondment resistance, mechanical strength, and how each coating interacts with water during curing. FTIR and DSC analysis of each coating when mixed and cured in wet conditions (water added to the mix) showed no evidence of water interacting with the coating and changing the chemical structure or the chemical properties. Thus it was concluded that the wet surface tolerant coatings, while manufacturers may claim that they were formulated to absorb and accommodate water, in reality just have a better ability to displace water than standard repair coatings. | L52209 Application of Repair Coatings to Wet Surfaces | The field application of pipeline repair and rehabilitation coatings can be greatly dependent upon the ambient conditions on the day of the scheduled repair. In some cases, such as the […] | publish | Uncategorized | open | open | l52209-application-of-repair-coatings-to-wet-surfaces | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52209-application-of-repair-coatings-to-wet-surfaces/ | 0 | 0 | raw | default | 75 | Corrosion | |||||||
| 19/01/2004 | 2972 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Gas quality specifications are set for commercial considerations and are influenced by several engineering factors including preventing corrosion, preventing blockages from freezing and hydrates, and the heating value of the gas. The Office of Pipeline Safety (OPS) Enforcement Manual for internal corrosion control states that the operator should have a procedure to determine if the gas is corrosive. Violation exists if (1) the corrosive potential of the gas is not determined by appropriate tests, and (2) suitable monitoring methods are not used to determine the effectiveness of steps taken to minimize internal corrosion. The enforcement manual specifically calls for testing of the gas stream for oxygen, carbon dioxide, hydrogen sulfide, and water content. Gas quality requirements differ between companies and sometimes business units, and no industry standard exists to address the issue. The results of this project were the development and approval of a guideline document, including a decision flow diagram, for accepting/rejecting gas for use by company materials/corrosion personnel. The gas quality acceptance guidance is a component of the overall approach to internal corrosion management. The three major components of internal corrosion management are gas quality data and acceptance that sets the basic parameters for internal corrosion, corrosion mitigation and monitoring that alleviates problems engendered by accepting gas of less than ideal quality, and risk assessment (including ICDA) that identifies and prioritizes monitoring and inspection of internal corrosion. | L52227 Guidelines-Quality Standards for Transportation of Gas Containing Mixed Corrosive Constituents | Gas quality specifications are set for commercial considerations and are influenced by several engineering factors including preventing corrosion, preventing blockages from freezing and hydrates, and the heating value of the […] | publish | Uncategorized | open | open | l52227-guidelines-quality-standards-for-transportation-of-gas-containing-mixed-corrosive-constituents | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52227-guidelines-quality-standards-for-transportation-of-gas-containing-mixed-corrosive-constituents/ | 0 | 0 | raw | default | 995 | Corrosion | |||||||
| 17/10/2006 | 2973 | Sarah Etier | 22/09/2026 | 22/09/2026 01:25 PM | Cellulosic-coated electrodes (primarily AWS EXX10-type) are traditionally used for "stovepipe" welding of pipelines because they are well suited for deposition of pipeline girth welds and are capable of high deposition rates when welding downhill. Despite advances in mechanized welding technology, development of low-hydrogen self-shielded flux-cored arc welding (FCAW) consumables, and substantial improvement of basic-coated low-hydrogen vertical-down shielded metal arc welding (SMAW) electrodes, manual pipeline welding using cellulosic-coated electrodes is still widely utilized throughout the world. Cellulosic-coated electrodes are also used for critical applications in offshore pipeline construction such as tie-in welds and repair welds.Hydrogen-assisted cracking can occur in both the weld metal and heat-affected zone (HAZ) regions of a welded joint, although HAZ hydrogen cracking is more common. Extensive work was undertaken in the 1970s and 1980s to study HAZ hydrogen cracking, and guidelines were developed to avoid HAZ hydrogen cracking by controlling heat input and preheat. Improvements in steelmaking practice and the trend toward leaner chemistries have also helped to alleviate HAZ hydrogen cracking. The primary objectives of this project are to further define the conditions that can lead to hydrogen cracking in weld metal deposited using cellulosic-coated electrodes, in terms of operator preference (arc length), electrode properties, power supply selection, and materials handling. The results of the project are being used to develop welding guidelines, and if applicable, re-hydration guidelines to prevent weld metal hydrogen cracking. | L52233 Evaluation of Hydrogen Cracking in Weld Metal Deposited Using Cellulosic-Coated Electrodes | Cellulosic-coated electrodes (primarily AWS EXX10-type) are traditionally used for “stovepipe” welding of pipelines because they are well suited for deposition of pipeline girth welds and are capable of high deposition […] | publish | Uncategorized | open | open | l52233-evaluation-of-hydrogen-cracking-in-weld-metal-deposited-using-cellulosic-coated-electrodes | 22/09/2026 | 22/09/2026 01:25 PM | 0 | https://prci.org/report/l52233-evaluation-of-hydrogen-cracking-in-weld-metal-deposited-using-cellulosic-coated-electrodes/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 10/10/2003 | 2934 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The primary objective of this study was to evaluate the mechanical properties of weld metals deposited using a number of commercially available welding consumables and welding processes. The secondary objectives of this work included characterizing weld metal microstructure, assessing hydrogen-assisted cracking susceptibility of the weld metal and X100 base metal, and solidification cracking susceptibility of selected welding consumables. | L51924 Evaluation of Welding Consumables and Processes for X100 Steel | The primary objective of this study was to evaluate the mechanical properties of weld metals deposited using a number of commercially available welding consumables and welding processes. The secondary objectives […] | publish | Uncategorized | open | open | l51924-evaluation-of-welding-consumables-and-processes-for-x100-steel | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51924-evaluation-of-welding-consumables-and-processes-for-x100-steel/ | 0 | 0 | raw | default | 395 | Design, Materials & Construction | |||||||
| 17/10/2002 | 2935 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Long-range guided wave pipeline inspection is claimed to be able to inspect ranges of well over 30 meters (100 Feet) in either direction (i.e. total inspection >60 Meters or 200 Ft.) from a single position. In terms of inspected meters per measurement and cost per meter this technique can be a fundamental improvement from conventional methods for pipeline inspection. For inspection of hard-to-access locations it offers a good on-stream screening alternative by being able to image the pipe section from an easier-access location. Examples of inaccessible locations are road-, railway-, river-, dike- and other crossings. Excavating the pipeline for inspection at these locations is expensive and the potential cost savings of a technique like long-range pipeline inspection are attractive. The objective of this project was to combine theory, modeling and experimental/operational elements in order to be able to handle the more complex situations as found at buried sections of pipelines, more specifically bitumen coating. Laboratory and field experiments supported by modeling and developing an approach to inspect a coated pipe configuration are parts of this work in order to get both reliable and practical knowledge. Another important part was the evaluation of the different transducer and equipment concepts available and establish their merits. In the project the propagation and reflection of guided waves was modeled and simulated for relevant situations. Two suppliers, SwRI and PiL, were involved in laboratory trials and field trials both to confirm the modeling and obtain a clear view of the practical aspects in operation and the actual capabilities of their systems. Modeling resulted in a formula providing estimates for the reflectivity of defects. Using scaling rules these were compared to data obtained in the laboratory trials. | L51925 Detection of Anomalies in Coated Pipelines Using Long Range Ultrasonics | Long-range guided wave pipeline inspection is claimed to be able to inspect ranges of well over 30 meters (100 Feet) in either direction (i.e. total inspection >60 Meters or 200 […] | publish | Uncategorized | open | open | l51925-detection-of-anomalies-in-coated-pipelines-using-long-range-ultrasonics | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51925-detection-of-anomalies-in-coated-pipelines-using-long-range-ultrasonics/ | 0 | 0 | raw | default | 795 | Legacy | |||||||
| 01/01/2000 | 2936 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Experimental work was done to evaluate the effects of welding on the hardness, tensile and toughness properties of the heat affected zone (HAZ) of a series of commercial high strength micro-alloyed linepipe steels, produced through controlled rolling and accelerated cooling (thermo-mechanical control process - TMCP). The test materials, representative of modern low carbon linepipe steels, were selected such as to cover a broad range of chemistries (alloy /micro-alloy designs) and mechanical properties (X 70 and X 80). | L51926 Effects of Welding on HAZ Softening of X70-X80 TMCP Linepipe Steels | Experimental work was done to evaluate the effects of welding on the hardness, tensile and toughness properties of the heat affected zone (HAZ) of a series of commercial high strength […] | publish | Uncategorized | open | open | l51926-effects-of-welding-on-haz-softening-of-x70-x80-tmcp-linepipe-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51926-effects-of-welding-on-haz-softening-of-x70-x80-tmcp-linepipe-steels/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/10/2004 | 2937 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Much of the current seismic practice can be traced to research conducted in the 1970s to develop design criteria and procedures for the Trans-Alaska oil pipeline. The major natural gas pipeline operators in California have implemented many of the procedures in these guidelines, in one form or another. The recognition of credible seismic hazards in other parts of the United States has been the primary driver for extending current practices in California to the rest of the United States. The experience in designing pipelines in seismically active regions of the United States has also provided a basis for specifying pipeline seismic design practices in other parts of the world. This project was initiated to provide current seismic guidelines for the design and assessment of natural gas transmission pipelines. These guidelines were refined using two rounds of review by outside technical experts in 1999 and 2000. The PRCI ad hoc steering group for the project also provided regular input regarding the scope and technical content for these guidelines. A decision was made in late 2000 to expand the scope to liquid hydrocarbon pipelines (crude oil and refined products) based upon the identical analytical treatment of seismic design and assessment of these types of pipelines. | L51927 Guidelines for the Seismic Design and Assessment of Natural Gas and Liquid Hydrocarbon Pipelines | Much of the current seismic practice can be traced to research conducted in the 1970s to develop design criteria and procedures for the Trans-Alaska oil pipeline. The major natural gas […] | publish | Uncategorized | open | open | l51927-guidelines-for-the-seismic-design-and-assessment-of-natural-gas-and-liquid-hydrocarbon-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51927-guidelines-for-the-seismic-design-and-assessment-of-natural-gas-and-liquid-hydrocarbon-pipelines/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 25/10/2001 | 2938 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The CorLAS computer program for corrosion life assessment of piping and pressure vessels was found to provide very good predictions of actual SCC failure conditions, but it gave somewhat conservative predictions for very long cracks. This research project was undertaken to develop improvements to CorLAS. | L51928 Integrity and Remaining Life of Pipe with Stress Corrosion Cracking | The CorLAS computer program for corrosion life assessment of piping and pressure vessels was found to provide very good predictions of actual SCC failure conditions, but it gave somewhat conservative […] | publish | Uncategorized | open | open | l51928-integrity-and-remaining-life-of-pipe-with-stress-corrosion-cracking | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51928-integrity-and-remaining-life-of-pipe-with-stress-corrosion-cracking/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 19/12/2002 | 2939 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Laser beam welding (LBW) has become standard in many high-production and critical applications where the return on investment can be quickly realized due to the process' inherent efficiency in terms of weld penetration and travel speed. Also, some promising work has been done internationally related to the use of hybrid laser/arc welding (HLAW) for some applications (primarily shipbuilding), so this process variation was also included in the study. However, virtually all of the current LBW or HLAW applications are considered 'factory' applications, and therefore do not represent the logistical challenge associated with bringing laser technology to on or offshore pipeline welding operations. This project was aimed at studying the feasibility of overcoming those logistical challenges in order to realize the potential cost savings of applying this high production process. This study was limited to the application of Nd:YAG lasers (which can be delivered via fiber-optic cable) since the logistics of incorporating higher power CO2 lasers was felt to be impractical. The focus of the project was to study the potential productivity of the LBW and HLAW processes in terms of the thickness of material that could be welded in a single pass at a given travel speed. Additionally, the robustness of the process was determined using weld joints with less than ideal fit up. Potential feasibility of the processes were then determined by considering both the practical aspects of their application as well as the economic justification. | L51934 Feasibility of Nd-Yag Laser-Arc Welding Processes for Girth Welding | Laser beam welding (LBW) has become standard in many high-production and critical applications where the return on investment can be quickly realized due to the process’ inherent efficiency in terms […] | publish | Uncategorized | open | open | l51934-feasibility-of-nd-yag-laser-arc-welding-processes-for-girth-welding | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51934-feasibility-of-nd-yag-laser-arc-welding-processes-for-girth-welding/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 06/10/2003 | 2940 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Cellulosic-coated electrodes (primarily AWS EXX10-type) are traditionally used for stovepipe welding of pipelines because they are well suited for deposition of one-sided welds and are capable of high deposition rates when welding downhill. Despite advances in mechanized welding technology and the development of low-hydrogen consumables suitable for pipeline girth welding, manual welding, using cellulosic-coated electrodes is still widely utilized for pipeline construction throughout the world. Several incidents involving significant hydrogen-assisted cracking in the weld metal of pipeline girth welds made using cellulosic-coated electrodes have been reported recently. Two of these cases required removal of many welds at an expense of over $4 million dollars, in spite of established procedures having been used. The objectives of this project were to identify the primary mechanisms contributing to transverse cracking of field welds and to provide recommendations regarding safe preheat/interpass temperatures that should be utilized when welding heavy-wall pipe and fittings using cellulosic-coated electrodes. Two cases of severe weld metal hydrogen-assisted cracking were investigated. In each case, the composition of the weld metal was substantially richer that would typically be expected for E8010-G electrodes. Subsequent investigation into factors influencing the composition of weld metal from cellulosic-coated electrodes revealed that arc length has a pronounced effect on carbon, manganese, and silicon recovery. The increase in composition observed with variation in arc length could not explain the extremely rich compositions observed in the cracked girth welds, however. Subsequent investigation demonstrated that it was possible to effectively double the manganese concentration and triple the silicon concentration when using cellulosic coated electrodes that have low coating moisture content. | L51935 Limitations of Cellulosic-Coated Electrodes | Cellulosic-coated electrodes (primarily AWS EXX10-type) are traditionally used for stovepipe welding of pipelines because they are well suited for deposition of one-sided welds and are capable of high deposition rates […] | publish | Uncategorized | open | open | l51935-limitations-of-cellulosic-coated-electrodes | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51935-limitations-of-cellulosic-coated-electrodes/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 31/10/2003 | 2941 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Many older pipelines were constructed without either the benefit of detailed weld inspection or the understanding of the requirements for girth weld performance that currently exists. Consequently, they often contain discontinuities that exceed today's workmanship standards. Operators of pipeline facilities are now being required, by recent legislation and regulation, to provide a higher level of assurance of the integrity of their pipeline systems. Older pipelines present some unique challenges in meeting these requirements. The objective of this project was to develop a technical basis for demonstrating the integrity of older pipelines at reasonable cost. This work addresses the characteristics of girth welds in older pipelines that prevent assessment of their fitness for service using standard available procedures. The present work focuses on developing a closed-form stress-intensity solution that includes the effects of weld cap size. In addition, this work improves test methodologies for measurement of appropriate material properties in low-strength girth welds. | L51936 Factors Influencing Girth Weld Reliability in Older Pipelines | Many older pipelines were constructed without either the benefit of detailed weld inspection or the understanding of the requirements for girth weld performance that currently exists. Consequently, they often contain […] | publish | Uncategorized | open | open | l51936-factors-influencing-girth-weld-reliability-in-older-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51936-factors-influencing-girth-weld-reliability-in-older-pipelines/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/09/2003 | 2942 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Since the 1970s, the development of high-strength pipeline steels has followed the route of progressively reduced harden ability through lower carbon and alloying element contents. Micro-alloying, controlled rolling (CR), and thermo-mechanical controlled processing (TMCP) have been used extensively to achieve the high-strength and other material property requirements despite the trend towards lower carbon content. The primary driving force behind the evolution of these alloying and processing strategies stems from the concerns over the weld ability, particularly the hydrogen induced cracking (HIC), at ever-increasing strength levels. Accompanying the extensive reliance on micro-alloying, CR, and TMCP, there has been a movement to tighter restrictions on micro-alloy variability, the increased use of heavy reduction at low inter-critical temperatures and, in some instances, the reliance on cold expansion. The objective of this project was to evaluate alternate steels with enhanced harden ability and identify those that would have a potential to (1) meet the high strength/high toughness requirement but without the adverse effects of the early trial heats of micro-alloyed TMCP X80 and X100 line pipe steels, and (2) exhibit sufficient resistance to hydrogen induced cracking (HIC) when welded with processes and consumables representative of state-of-the-art, low-hydrogen field girth welding practices. The focus of the project was on the weld ability and properties of the base metal and the heat-affected zone (HAZ). The selection and development of suitable weld consumables were not part of this project. | L51939 Weldability of High-Strength Enhanced Hardenability Steels | Since the 1970s, the development of high-strength pipeline steels has followed the route of progressively reduced harden ability through lower carbon and alloying element contents. Micro-alloying, controlled rolling (CR), and […] | publish | Uncategorized | open | open | l51939-weldability-of-high-strength-enhanced-hardenability-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51939-weldability-of-high-strength-enhanced-hardenability-steels/ | 0 | 0 | raw | default | 95 | Legacy | |||||||
| 14/07/2003 | 2943 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Welds made onto in-service pipeline are particularly susceptible to hydrogen cracking because of the fast weld cooling rates that tend to result from the ability of the flowing contents to remove heat from the pipe wall. The most commonly used procedures for controlling the risk of hydrogen cracking rely on the use of a sufficiently high heat input level. Two methods currently exist for predicting required heat input levels for welds made onto in-service pipelines: thermal analysis computer modeling and the heat-sink capacity measurement method. The objective of this project was to refine these two complementary methods, and to investigate alternative approaches. The project was divided into three distinct tasks: further refinement of the PRCI Thermal Analysis Model for Hot Tap Welding, standardization of heat-sink capacity measurement, and investigation of alternative approaches to cooling rate prediction. The primary link between the PRCI model and the heat-sink capacity measurement method is the ability of the model to predict the heat-sink capacity of an operating pipeline. Detailed descriptions of user interface modifications required to incorporate the ability to enter the individual heating parameters of interest and have the model calculate the heating rate were developed. | L51942 Refinement of Cooling Rate Prediction Methods for In-Service Welds | Welds made onto in-service pipeline are particularly susceptible to hydrogen cracking because of the fast weld cooling rates that tend to result from the ability of the flowing contents to […] | publish | Uncategorized | open | open | l51942-refinement-of-cooling-rate-prediction-methods-for-in-service-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51942-refinement-of-cooling-rate-prediction-methods-for-in-service-welds/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 04/12/2002 | 2944 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | External coatings are used routinely to protect transmission pipelines from conditions that promote corrosion. However, over time coatings may disbond, allowing corrosion to occur. To detect metal loss due to corrosion defects, transmission pipeline operators often use magnetic flux leakage (MFL) in-line inspection tools. These tools do not detect the cause of an actual problem, i.e., failure of a coating and the presence of a corrosive environment; rather, they detect only the result, i.e., a defect that may permanently alter the pressure capacity of the pipeline. Metal loss is the most common defect that occurs at a disbond; however, it is not the only defect that can occur. Stress corrosion cracking (SCC) almost always occurs at disbonds. Information about disbonded and missing coatings, soil models, cathodic protection assessment, and related data could be used to assess a pipeline for the potential of cracking. Direct inspection of the coating could indicate potential problems that could lead to pipeline degradation that affects serviceability. SCC can be detected using in-line inspection technology, but such tools have a limited availability and limited success in natural gas pipelines, and the cost of inspection is high compared to MFL inspection. A novel method for the in-line evaluation of a protective coating on a pipeline was shown to be feasible. The method involves the merging of two technologies, magnetic flux leakage (MFL) and electromagnetic acoustic transducers (EMATs). The results of the testing performed at the Pipeline Simulation Facility showed three technical accomplishments. First, EMATs could be designed to work with the magnetic fields produced by an MFL tool, although fields 2 to 3 times greater are usually optimal for EMAT sensors. Second, the EMAT transmitter and receiver could be mounted on an MFL inspection tool without interfering with the corrosion detection sensors. Finally, the EMAT sensors as implemented on the MFL pig could detect missing coating and disbonds on wrapped tar coating. While technical issues remain that would broaden the applicability, the immediate implementation of this technology for specific coating problems is possible. | L51946 Enhanced Implementation of MFL Using EMAT Sensors to Detect External Coating Disbondment | External coatings are used routinely to protect transmission pipelines from conditions that promote corrosion. However, over time coatings may disbond, allowing corrosion to occur. To detect metal loss due to […] | publish | Uncategorized | open | open | l51946-enhanced-implementation-of-mfl-using-emat-sensors-to-detect-external-coating-disbondment | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51946-enhanced-implementation-of-mfl-using-emat-sensors-to-detect-external-coating-disbondment/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/01/2001 | 2945 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report discusses the relevant technologies and presents a laboratory trial of an x-ray flat panel imager in locating and quantifying internal pipeline corrosion. The objectives or this report are to discuss relevant NDT technologies for pipeline inspection, covering the advantages and drawbacks of each technology; To discuss some methods for the quantitative interpretation of radiographs and its performance in combination with various radiographic technologies; To select some candidate equipment for laboratory and field trials; and to conduct a laboratory test of equipment and methods in order to demonstrate the efficiency of the real time radioscopic system in locating and quantifying the approximate depth of corrosion in two pipeline samples. | L51947 Development of Real-Time NDT Technology for Internal Pipeline Corrosion | This report discusses the relevant technologies and presents a laboratory trial of an x-ray flat panel imager in locating and quantifying internal pipeline corrosion. The objectives or this report are […] | publish | Uncategorized | open | open | l51947-development-of-real-time-ndt-technology-for-internal-pipeline-corrosion | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51947-development-of-real-time-ndt-technology-for-internal-pipeline-corrosion/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/10/1998 | 2946 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Noise levels radiated from the exterior of a pipe wall can significantly contribute to the overall noise levels on the site of a gas plant and at neighboring properties. The noise inside the piping is generated both by the gas compressor itself, and by the flow of gas through valves, elbows and fittings. Sound inside the pipe couples to the pipe wall by exciting vibration modes, some of which are radiated from the exterior of the pipe into the air. Piping is geometrically circular, which provides it with considerable increased stiffness versus a flat plate, and thereby assists in its ability to contain low frequency sound inside the pipe. At high frequencies, where the wavelength of sound is short compared to the dimensions of the pipe, the response of the pipe approaches that of a flat plate, and considerably more sound is transmitted. Between the low and high frequency ranges lies the ring frequency, at which the wavelength of sound is equal to the circumference of the pipe; at this resonant frequency, a maximum amount of noise is transmitted out the pipe wall. For smaller pipe sizes, the ring frequency occurs above 5 kHz. For larger pipe sizes on the order of 24 inches to 36 inches, the ring frequency occurs in the range 1 kHz to 3 kHz. These frequencies fall in the most audible range of the sound spectrum. Low frequency sound is not usually of concern for pipe radiated noise, unless the source generates considerably low frequency energy. Acoustical lagging systems typically include one or more layers of porous insulation, to absorb sound and decouple vibration, and one or more layers of an impervious, heavy barrier material to contain the sound. The test configurations for this study were based on systems reported as commonly being used by PRCI member companies. Most of the member companies use fixed-in-place lagging configurations in which the various materials are applied in discrete layers to the pipe during installation. Self-contained, removable blanket systems are also in use by some member companies instead of fixed-in-place configurations, or around equipment such as valves where periodic removal of the lagging is necessary. This study provides a review of acoustic lagging systems for above ground gas piping to minimize noise. | L51960 Acoustical Pipe Lagging Systems Design and Performance | Noise levels radiated from the exterior of a pipe wall can significantly contribute to the overall noise levels on the site of a gas plant and at neighboring properties. The […] | publish | Uncategorized | open | open | l51960-acoustical-pipe-lagging-systems-design-and-performance | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51960-acoustical-pipe-lagging-systems-design-and-performance/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 03/12/2002 | 2947 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Patching and repairing high performance pipeline coatings requires a high performance repair material to ensure the integrity of the coating system. The application conditions are not optimized as they are during plant applications, so it is imperative that repair coatings applied to mainline coatings will adhere to all coated surfaces so that resources can be focused on optimizing application methods. Compatibility of repair coatings applied to thermite weld components may be inadequate for optimum field performance. When combined with the limiting factors of keyhole excavations it is important to use coatings which are not only compatible with the thermite welds but also are suitable for the keyhole application procedure. A series of 14 pipeline repair coatings were evaluated for their compatibility with the components of a thermite weld. Chemical compatibility was determined in terms of adhesion with the thermite weld individual components: polyethylene wire insulation, polyvinylchloride wire insulation, copper wire, steel, and copper/aluminum thermite alloy. The same coatings were evaluated for their suitability for application by keyhole excavation procedures. A keyhole excavation was simulated using a scaffold over filled soil boxes (dry soil) containing buried pipe sections, and each of the repair coatings was applied by a commercial keyhole excavation company. The ease of application and general suitability was rated. After backfilling and aging for six months, the samples were removed from the soil boxes and the coatings evaluated. | L51961 Coating Compatibility at Thermite Welds and Keyhole Excavations | Patching and repairing high performance pipeline coatings requires a high performance repair material to ensure the integrity of the coating system. The application conditions are not optimized as they are […] | publish | Uncategorized | open | open | l51961-coating-compatibility-at-thermite-welds-and-keyhole-excavations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51961-coating-compatibility-at-thermite-welds-and-keyhole-excavations/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 31/10/2002 | 2948 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The project has been aimed at improving the approach for assessing the remaining strength of pipelines containing corrosion metal loss defects. Phase 1 of the project consisted of a comprehensive review of existing assessment methods, together with a collection of results from relevant experimental tests.Phase 2 of the project, provided a Guidance Document recommending methods to be used for assessing the integrity of corroded pipelines. A PC based software program (CORAM - Corrosion Assessment Methods for Pipelines) for applying the assessment methods recommended in the Guidance Document was completed for Phase 3 of the project. | L51968 Improved Methods for the Assessment of the Remaining Strength of Corroded Pipelines (Phase 4) | The project has been aimed at improving the approach for assessing the remaining strength of pipelines containing corrosion metal loss defects. Phase 1 of the project consisted of a comprehensive […] | publish | Uncategorized | open | open | l51968-improved-methods-for-the-assessment-of-the-remaining-strength-of-corroded-pipelines-phase-4 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51968-improved-methods-for-the-assessment-of-the-remaining-strength-of-corroded-pipelines-phase-4/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 20/01/2002 | 2949 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objectives for the current study were two-fold: 1. to determine the factors leading to the initiation of near-neutral pH SCC under realistic field conditions, and 2. to determine the factors controlling the early-stage growth and the development of crack colonies under realistic field conditions. As emphasized in the two objectives, a key aspect of this study was to be able to relate the behaviour observed in the laboratory to that in the field. Particular attention, therefore, was paid to the selection of (i) appropriate grades of steel and surface condition, (ii) relevant mechanical loading conditions, and (iii) realistic environmental conditions. Because of the potentially large number of parameters that could influence crack initiation, the current study focussed particularly on the effects of mechanical loading. | L51977 Initiation of Near-neutral pH SCC and Implications for Pipeline Operators GRI-02-0239 | The objectives for the current study were two-fold: 1. to determine the factors leading to the initiation of near-neutral pH SCC under realistic field conditions, and 2. to determine the […] | publish | Uncategorized | open | open | l51977-initiation-of-near-neutral-ph-scc-and-implications-for-pipeline-operators-gri-02-0239 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51977-initiation-of-near-neutral-ph-scc-and-implications-for-pipeline-operators-gri-02-0239/ | 0 | 0 | raw | default | 1.000 | Legacy | |||||||
| 01/11/2002 | 2950 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The ability to predict the behavior of a crack propagating in a steel natural gas transmission pipeline is of great importance. This is because a long-running fracture is costly, both in terms of the time taken for replacement, and associated lost revenue, and the cost of replacement of the pipe itself. The determination of ductile shear fracture arrest toughness levels requires an accurate knowledge of the gas decompression behavior following the rupture. In particular, there is a need to predict accurately the gas decompression wave velocity within the pipe as a function of initial pressure, temperature and gas composition. Although models developed in the 1970's have proved remarkably robust to date, even when stretched considerably beyond their range of validation, operational characteristics currently being considered range far beyond any that have been investigated on a realistic scale. There is, therefore, a need to produce a model that has been validated for conditions relevant to next generation pipeline projects. This report describes the work carried out in Phase 1 of a project to produce such a model. In Phase 1 a review of current knowledge was carried out and the work required in Phase 2 of the project was specified. This report describes Phase 1 of the gas decompression project. The aim of Phase 1 was to review the current state of knowledge on pipeline decompression. Carrying out this work has enabled the requirements for the model, the extent of validation that will be required and the proposed technical approach to be identified. | L51979 Gas Decompression Behavior Following the Rupture of High Pressure Pipelines-Phase 1 | The ability to predict the behavior of a crack propagating in a steel natural gas transmission pipeline is of great importance. This is because a long-running fracture is costly, both […] | publish | Uncategorized | open | open | l51979-gas-decompression-behavior-following-the-rupture-of-high-pressure-pipelines-phase-1 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51979-gas-decompression-behavior-following-the-rupture-of-high-pressure-pipelines-phase-1/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/08/2003 | 2951 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This program contributes to maintaining and improving the integrity and safety of existing pipelines with regard to ground movement hazards, and reducing the capital costs of new pipeline systems. The research program focused on the axial, lateral and complex loading of pipeline due to soil movements. It includes (1) a literature review: it presents significant issues related to modeling pipe-soil interaction with a focus to recent development since ASCE (1984); (2) axial loading: it includes a summary of the methods to estimate the axial soil forces on pipeline and recent field measurements on decommissioned pipe sections in weak to desiccated, cohesive to sandy silts in California; (3) lateral loading of buried pipeline: it covers the effects of cover depth, soil strength, loading rate, trench geometry and backfill strength on pipe-soil interaction; (4) complex loading of buried pipeline: the interaction between the lateral and axial soil forces on pipeline are studied; and (5) quantification of mitigative methods: a physical testing program including a total of 20 laterally loaded pipelines are used to identify and quantify the effects of various mitigative methods on reducing lateral loads transferred to a buried pipeline. | L51990 Extended Model for Pipe Soil Interaction | This program contributes to maintaining and improving the integrity and safety of existing pipelines with regard to ground movement hazards, and reducing the capital costs of new pipeline systems. The […] | publish | Uncategorized | open | open | l51990-extended-model-for-pipe-soil-interaction | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51990-extended-model-for-pipe-soil-interaction/ | 0 | 0 | raw | default | 150 | Legacy | |||||||
| 16/09/2003 | 2952 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Field bends in large diameter pipe are routinely used in the construction of oil and gas pipelines. Mild ripples along the intrados are often unavoidable where such bends have a high D/t or high yield strength. Present regulations and industry standards differ in their treatment of mild ripples, ranging from silence to prohibition, depending upon interpretation. Consequently, the application of acceptance standards for such features is inconsistent, leading to variable standards of inspection and probable scrapping of otherwise sound bends. Finite element analysis (FEA) was used to estimate the effect of ripple magnitude and spacing on stresses due to pressure and bending. Stress concentration factors derived from the models were used with a suitable fatigue damage rule to estimate the effect of ripple parameters on service life. Results were benchmarked against the available test data. The results indicate that (1) mild or shallow ripples up to 2 percent of the pipe diameter in crest-to-trough dimension would not be expected to be harmful in gas transmission pipelines operating under conditions normally encountered in the gas transportation industry; (2) mild or shallow ripples up to 1 percent of the pipe diameter in crest-to-trough dimension would not be expected to be harmful in hazardous liquid transportation pipelines operating under conditions normally encountered in the liquid transportation industry; (3) the presence of ripples could eventually be harmful to long-term integrity in a severe cyclic loading (pressure, thermal expansion, flow-induced vibration) environment, or where soil movement could take place. Recommendations are made for ASME Code criteria specifically permitting mild ripples within stated limits. | L51994 Acceptance Criteria for Mild Ripples in Pipeline Field Bends | Field bends in large diameter pipe are routinely used in the construction of oil and gas pipelines. Mild ripples along the intrados are often unavoidable where such bends have a […] | publish | Uncategorized | open | open | l51994-acceptance-criteria-for-mild-ripples-in-pipeline-field-bends | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51994-acceptance-criteria-for-mild-ripples-in-pipeline-field-bends/ | 0 | 0 | raw | default | 495 | Design, Materials & Construction | |||||||
| 01/12/2002 | 2953 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Current standards and regulations for gas transmission pipelines classify pipeline corridors into location classes and specify design factors accordingly. In the U.S., the current class location system was developed in the 1950's to mitigate increased potential of equipment impact due to frequent excavation activities in developed areas (Shires and Harrison 1998, Michalopoulos and Babka 2000). By using relatively low design factors for populated areas, the increased wall thickness provides extra protection to resist equipment impact with corresponding increase in costs. The primary objectives of this project were to examine the current class location system and develop supplementary criteria that would enhance pipeline safety by applying risk-based or reliability-based methods. This report covers four related topics dealing with 1. assessment area, 2. end boundary between different class locations, 3. enhanced prevention and maintenance for class upgrade, and 4. development of a new safety class system. | L51995 Class Location Criteria for Gas Pipelines | Current standards and regulations for gas transmission pipelines classify pipeline corridors into location classes and specify design factors accordingly. In the U.S., the current class location system was developed in […] | publish | Uncategorized | open | open | l51995-class-location-criteria-for-gas-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51995-class-location-criteria-for-gas-pipelines/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 11/01/1997 | 2914 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | One objective of this project was to gather and analyze SCC field data on lines being retested for use in assessing the validity of current or future SCC models. The scope of this initial study was limited to colonies of SCC in one valve section of a pipeline that runs from Texas to the northeast of the United States. This valve section had an early history of high pH SCC. The susceptibility since has been controlled through hydrotesting and modifications to the gas compression to meet upstream demand while reducing the discharge temperature. In addition to collecting data to validate models of SCC, data were also developed to evaluate the suitability of a hand-held tool to measure the depth of SCC, because such results can be critical in the use of models in making serviceability and maintenance decisions. | L51866 Field Studies to Support SCC Life Prediction Model | One objective of this project was to gather and analyze SCC field data on lines being retested for use in assessing the validity of current or future SCC models. The […] | publish | Uncategorized | open | open | l51866-field-studies-to-support-scc-life-prediction-model | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51866-field-studies-to-support-scc-life-prediction-model/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/07/2002 | 2915 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of the research summarized in this report was to define the relationship between the nature of pressure fluctuations on gas transmission pipelines and the crack growth behavior under conditions designed to simulate near-neutral pH SCC. The roles ofR ratio, frequency, waveform, (including realistic complicated waveforms) time, and pressure transients on crack-growth behavior were evaluated. The project was divided into three tasks: Task 1 - Test Matrix, Task 2 - Assessment of the Superposition Principle, and Task 3 - Effect of Pressure Transients. | L51872 Effects of Pressure Fluctuations on SCC Propagation | The objective of the research summarized in this report was to define the relationship between the nature of pressure fluctuations on gas transmission pipelines and the crack growth behavior under […] | publish | Uncategorized | open | open | l51872-effects-of-pressure-fluctuations-on-scc-propagation | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51872-effects-of-pressure-fluctuations-on-scc-propagation/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 01/01/2001 | 2916 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | ISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is normally carried out through ISO technical committees. Each member body interested in a subject for which a technical committee has been established has the right to be represented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization. The objective of this program was to modify the Drop Weight Tear Test (DWTT) Standard (ASTM 436 or API 5L SR6) to make it appropriate for inclusion in the ISO Standards. This program was initiated at the request of ASTM who had been requested by ISO to prepare a DWTT standard suitable for use in the ISO Standards. | L51874 Drop Weight Tear Test as ISO Standard | ISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is normally carried out through ISO technical […] | publish | Uncategorized | open | open | l51874-drop-weight-tear-test-as-iso-standard | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51874-drop-weight-tear-test-as-iso-standard/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/03/2001 | 2917 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Design against long ductile fracture propagation in gas pipelines involves an analysis of the balance between driving force, derived from the gas pressure, and the fracture resistance of the material. Initially, the shelf energy in the Charpy test was successfully used as a measure of fracture propagation resistance. As material strength, pipe diameter and operating pressures increased and required greater fracture propagation resistance, the limitations of the Charpy energy approach became increasingly apparent. This limitation for modern steels is due to the fact that the Charpy test involves significant energy absorption contributions from processes not related to fracture propagation. If an energy-balance approach is to be maintained, and if material resistance is to be measured in a fairly simple laboratory notch bend test (e.g. Charpy or drop-weight tear), the problem reduces to the isolation of the propagation energy absorption per unit of crack advance. To resolve crack propagation energy, a novel modification was evaluated for both Charpy and DWTT specimens by employing a back-slot including a snug fitting shim to replace the removed material. In most cases, this modification was effective in curtailing the load-displacement trace when the propagating crack interacted with the slot on the backside of the specimen. It is also noted that this approach did not affect the initial portion of the load-displacement history and thus allowed crack propagation energies to be resolved. | L51877 Crack Arrest Toughness to Avoid Dynamic Ductile Fracture in Gas Transmission Pipelines | Design against long ductile fracture propagation in gas pipelines involves an analysis of the balance between driving force, derived from the gas pressure, and the fracture resistance of the material. […] | publish | Uncategorized | open | open | l51877-crack-arrest-toughness-to-avoid-dynamic-ductile-fracture-in-gas-transmission-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51877-crack-arrest-toughness-to-avoid-dynamic-ductile-fracture-in-gas-transmission-pipelines/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 02/04/2002 | 2918 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | An assessment of the remaining strength of corroded line pipe is generally accomplished using the ASME B31G method and RSTRENG methods. These methods were developed using an early fracture mechanics relationship for toughness-independent failure of pressurised pipes and were empirically calibrated against a database of around 80 full-scale burst tests for thin wall pipes, dominated by pipes of grade B and grade X52. Applications of these methods to modern higher toughness pipe materials have not been fully justified. Neither of these methods is able to assess the significance of interactions between adjacent corrosion defects. Considerable effort, funded by Pipeline Research Council International, Inc. and by various industry groups, in particular in Europe, has in recent years addressed full-scale testing, analytical and numerical investigations, and the development of improved assessment methods. This report presents the results of a comparative review of a number of existing and newly developed methods for assessing corroded pipelines and a proposed methodology for the development of integrated corrosion assessment guidelines. This study was funded by the Line Pipe Research Supervisory Committee of Pipeline Research Council International, Inc. (project No. PR-273-9803) and was carried out jointly by BG Technology (United Kingdom), Battelle Memorial Institute (United States of America) and Shell Global Solutions (the Netherlands). BG Technology was the lead contractor. | L51878 Methods for Assessing Corroded Pipeline-Review Validation and Recommendations | An assessment of the remaining strength of corroded line pipe is generally accomplished using the ASME B31G method and RSTRENG methods. These methods were developed using an early fracture mechanics […] | publish | Uncategorized | open | open | l51878-methods-for-assessing-corroded-pipeline-review-validation-and-recommendations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51878-methods-for-assessing-corroded-pipeline-review-validation-and-recommendations/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/08/2001 | 2919 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Most pipelines in Class 1 areas are currently designed to a utilization factor of 0.72 using steel grades of up to X70. Using higher strength steels and/or a higher design factor can reduce the wall thickness and construction cost of such pipelines. High strength steels tend to have high yield-to-tensile ratios and lower overall post-yield tangent stiffness. This raises concerns about the potential for excessive plastic deformations under high hydrostatic test pressures. Combined with a high design factor, high steel grades will also lead to thinner pipe walls and reduced tolerance to thickness-dependent failure mechanisms such as corrosion, cracks, and dent-gouges. This effort evaluates the ability of a newer pipelines to safely operate at higher yield stresses. | L51880 Influence of Higher Design Factor on Structural Integrity of X70 and X80 Pipelines | Most pipelines in Class 1 areas are currently designed to a utilization factor of 0.72 using steel grades of up to X70. Using higher strength steels and/or a higher design […] | publish | Uncategorized | open | open | l51880-influence-of-higher-design-factor-on-structural-integrity-of-x70-and-x80-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51880-influence-of-higher-design-factor-on-structural-integrity-of-x70-and-x80-pipelines/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 30/04/2004 | 2920 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | One of the principal causes of failures of transmission pipelines is volumetric metal loss due to corrosion. Various methods such as ASME B31.G, RSTRENG and the LPC methods have been developed to assess the severity of corrosion defects. The methods have developed to the extent that they are recognized by standardization bodies and regulators. However, all the methods have been developed and validated on high toughness materials. There is a concern that these methods may give non-conservative results if they are used for low toughness materials. If this is the case, guidance is required on the limits of applicability of the current methods, and new methods are required for application to low toughness materials. To investigate these issues, contractor objectives and scope were: To test a range of representative defects in low toughness linepipe; to assess the failure mode of these defects; to determine if current assessment methods can be applied to low toughness materials; and to identify the factors influencing the failure of corrosion defects in low toughness line pipe. | L51884 Assessing the Remaining Strength of Corrosion Defects in Low Toughness Linepipe Materials | One of the principal causes of failures of transmission pipelines is volumetric metal loss due to corrosion. Various methods such as ASME B31.G, RSTRENG and the LPC methods have been […] | publish | Uncategorized | open | open | l51884-assessing-the-remaining-strength-of-corrosion-defects-in-low-toughness-linepipe-materials | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51884-assessing-the-remaining-strength-of-corrosion-defects-in-low-toughness-linepipe-materials/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 27/05/2003 | 2921 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Magnesium anodes are provided to the corrosion control industry by a number of domestic and international manufacturers and distributors. Due to the difficulty and time involved in performance testing, anode composition is commonly the only criterion used for quality control by the end users. However, experience has shown that compliance of the anode chemical composition with the ASTM B843 Standard Specification for Magnesium Alloy Anodes for Cathodic Protection can be misleading and does not always differentiate between the anodes of different quality. Thousands of magnesium anodes are produced annually and provided by a number of suppliers to the corrosion control industry. Though the composition of the anodes from the various sources is comparable, the performance of the magnesium anodes is often radically different. Many of these materials have been shown to meet the compositional and potential specifications, and yet have had measured efficiencies as low as 7%. The objectives of this project were: (1) to develop quality and performance standards determined by laboratory tests and field exposures. The project included testing a variety of anodes submitted by the manufacturers/distributors and the end users, representing all spectrum of the ASTM G97 Standard Test Method-based efficiency values; the anodes were characterized with respect to the Anode source, manufacturing process, macrostructure, chemical composition, anode type (standard/H-1 family /AZ63 family versus high-potential), and microstructure. Other investigations comprised assessment of the ASTM G97 Standard Test Method parameters that were most likely to make the most significant impact on the resulting anode efficiency values, e.g., testing environment (standard testing solution and saturated backfill), and current density (the low 1/10th of the standard'), the ASTM G97 standard, and the high (10X standard) values). Testing in saturated backfill was used for a comparison between the laboratory- and the field-based efficiencies. | L51886 Performance of Magnesium Anodes | Magnesium anodes are provided to the corrosion control industry by a number of domestic and international manufacturers and distributors. Due to the difficulty and time involved in performance testing, anode […] | publish | Uncategorized | open | open | l51886-performance-of-magnesium-anodes | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51886-performance-of-magnesium-anodes/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 02/04/2002 | 2922 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Defects and holidays in mainline coatings necessitate the use of repair coatings for all coated pipelines. This includes both newly coated pipelines just out of the plant as well as existing buried lines in need of small repairs. The repair coating must provide corrosion protection for the steel, lessen the demand on the cathodic protection system, and provide good long-term service. In short, the repair coating must protect the pipe to the same extent as the mainline coating. Two additional requirements for repair coatings are that they adhere not only to the steel but also to the existing mainline coating, and that they be field-applicable under varying ambient conditions. Repair coatings sometimes also have to adhere to non-ideal surfaces, including poorly prepared welds, thermite welds, and flash rusted steel. The compatibility of commercially available repair coatings applied to common mainline pipe coatings was investigated by a laboratory investigation. The mainline coatings investigated were fusion bond epoxy (FBE), coal tar enamel, asphalt enamel, cold-applied polyethylene tape wrap, and extruded polyethylene. Specific combinations ofmainline coatings with different types repair coatings were evaluated for chemical compatibility and adhesion strength in three different scenarios:· As applied to a new pipeline coating, simulating initial repairs made at a coating plant or on a job site prior to installation· As applied to an artificially aged pipeline coating, simulating repairs made to a mainline coating which has been in buried service· After artificially aging a repaired mainline coating, simulating the longer term service of an initial repair made at a coating plant or job site prior to installation. | L51887 Compatibility of Repair Coatings Applied to Existing Below Grade Coatings | Defects and holidays in mainline coatings necessitate the use of repair coatings for all coated pipelines. This includes both newly coated pipelines just out of the plant as well as […] | publish | Uncategorized | open | open | l51887-compatibility-of-repair-coatings-applied-to-existing-below-grade-coatings | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51887-compatibility-of-repair-coatings-applied-to-existing-below-grade-coatings/ | 0 | 0 | raw | default | 695 | Legacy | |||||||
| 02/04/2002 | 2923 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The use of coupons has been discussed and utilized for some time and is more prevalent in Europe than in the United States. Externally buried coupons have been utilized for different reasons including corrosion rate measurements, but their primary use has been for monitoring the effectiveness of a CP system. A detailed review of coupon studies is presented below. Renewed interest in the coupon technology was prompted by several studies performed by CC Technologies for PRCI that examined the use of off-potential measurements for evaluating the effectiveness of the CP system. These studies examined possible errors in the off-potential measurements including: Potential transients following the interruption of the CP system (spiking phenomenon). Interference due to multiple pipelines in the same right-of-way. Errors caused by long-line currents. Errors in monitoring local pipe conditions due to averaging large areas of pipe when making ground level pipe-to-soil potential measurements. In addition to the above studies which show conditions for which the off-potential measurements may not accurately represent the conditions locally on the pipe surface, a relatively common condition is the inability to interrupt all sources of the CP current on pipelines in congested areas or those structures with sacrificial anode cathodic protection directly bonded to the structure. Interpretation of pipe-to-soil potentials is made more difficult in areas of stray and/or telluric current activity. Therefore, there is a desire to utilize coupons as a more general tool for evaluating the level of CP. The areas targeted in this study are those areas for which the off-potential measurements are either difficult to perform or to interpret and for which a better means is needed for monitoring the CP level of the structure. Beginning in 1992, PRCI funded a program for the development, proof of concept, and evaluation of the coupon technology as applied to monitoring cathodic protection effectiveness on underground pipelines. The objectives for this project were: To provide a proof of concept for the use of coupons as a method to monitor the effectiveness of CP without interruption of the CP System. (Phase I). To establish guidelines for the use of coupons as a monitoring methodology for determining the level of protection on a pipeline. (Phase II). To provide a better understanding of the relationship between the coupon and the surface condition of the pipe. (Phase III). To quantify the technology such that it can be used as an alternative to conventional monitoring practices, specifically as a means of applying an acceptable criteria for CP. (Phase III). The scope of work included laboratory tests involving large soil boxes containing simulated coated-pipe segments with full size coupon test stations, finite element modeling of coupons near the pipe, full scale pipe tests at the Sugar Grove Test Facility and CC Technologies' Dublin, Ohio Pipe Test Facility, and test sites on operating pipelines throughout the United States. | L51888 Development of Coupons for Monitoring Cathodic Protection Systems | The use of coupons has been discussed and utilized for some time and is more prevalent in Europe than in the United States. Externally buried coupons have been utilized for […] | publish | Uncategorized | open | open | l51888-development-of-coupons-for-monitoring-cathodic-protection-systems | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51888-development-of-coupons-for-monitoring-cathodic-protection-systems/ | 0 | 0 | raw | default | 795 | Corrosion | |||||||
| 30/10/2002 | 2924 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this research project was to define pipeline conditions where use of the 100 mV polarization criterion may be conducive to possible SCC problems. Each of the controlling conditions for the two recognized forms of SCC (high pH SCC and near neutral pH SCC) was examined, using a combination of analysis of previous research results, analysis of unpublished field data, and laboratory testing. In the original proposal, it was not planned to analyze field data but the data became available and the analysis has yielded some significant findings. The results of the literature survey, the analysis of the soil and electrolyte data from the SCC field digs, and the testing performed in this project all indicate that cathodic protection is generally beneficial in mitigating near-neutral pH SCC. Furthermore, the only testing reported in the literature, which suggests that cathodic protection is detrimental to this form of cracking, was performed under unrealistic conditions where cathodic polarization was applied to pipe steel samples containing growing cracks, but the beneficial environmental polarization that accompanies cathodic protection was not allowed to occur. One conclusion from this current research is that it is not necessary to consider the near neutral pH form of cracking in the selection of the CP criterion. | L51897 Cathodic Protection Conditions Conducive to SCC | The objective of this research project was to define pipeline conditions where use of the 100 mV polarization criterion may be conducive to possible SCC problems. Each of the controlling […] | publish | Uncategorized | open | open | l51897-cathodic-protection-conditions-conducive-to-scc | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51897-cathodic-protection-conditions-conducive-to-scc/ | 0 | 0 | raw | default | 795 | Legacy | |||||||
| 02/04/2002 | 2925 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The primary objective of this study was to determine the cathodic disbonding behavior of several pipeline coating materials under realistic conditions and to compare the results with laboratory tests that are commonly used to evaluate CD performance of coatings. Laboratory tests were run under more realistic conditions to simulate field conditions for three types of coatings. The move toward more realistic conditions was accomplished by:-substitution of soil extract solutions for the 3% NaCl solution,-application of a lower level of polarization during the test, either -1.0 or -1.1 VÅ’ CCS instead of Å’ 1.4 V-CCS for the standard test condition,-addition of sand to simulate a moist soil rather than a fully immersed condition,-elevated temperature to examine the effect of temperature.A standard cathodic disbondment test was run for direct comparison. | L51902 Cathodic Disbondment of Pipeline Coatings under Realistic Field Conditions | The primary objective of this study was to determine the cathodic disbonding behavior of several pipeline coating materials under realistic conditions and to compare the results with laboratory tests that […] | publish | Uncategorized | open | open | l51902-cathodic-disbondment-of-pipeline-coatings-under-realistic-field-conditions | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51902-cathodic-disbondment-of-pipeline-coatings-under-realistic-field-conditions/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 26/05/2004 | 2926 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Hydrogen in welds and its affect on performance from the perspective of cracking and embrittlement of steels has been widely studied, and welding procedures have been developed to minimize the deleterious effects of hydrogen. The practical problem is whether hydrogen outgassing from welds causes damage to FBE and liquid epoxy coatings on pipelines. FBE coatings on longitudinal welds made at pipe mills have developed defects because of hydrogen outgassing. Field welds are often coated shortly after welding, inspected and either buried or submerged, and there is a greater chance for more hydrogen in the field welds than mill welds. If coating damage occurred by outgassing, the damage could go undetected and affect the pipeline corrosion control. The objectives were to examine hydrogen outgassing as a cause of damage to FBE and liquid epoxy coatings, to collect and contrast experience with hydrogen in longitudinal welds and circumferential welds, to quantify hydrogen pickup and release from steel pipe and welds. Methods and practices are identified to avoid damage to FBE and liquid epoxy pipeline coatings from hydrogen outgassing. The approach was to examine epoxy coatings applied over welds for damage from hydrogen outgassing and to conduct experiments to determine the amount and rate of hydrogen desorption (outgassing) from welds. The effects of hydrogen desorption on coatings was examined for commercial FBE and liquid epoxy coatings along with screening tests with liquid glycerol and clear epoxy. Hydrogen desorption was measured directly on welds, and a model was developed to describe the outgassing of diffusible hydrogen and the amount of diffusible hydrogen remaining in the weld. | L51903 Damage to FBE and Liquid Epoxy Coating from Hydrogen Outgassing from Welds | Hydrogen in welds and its affect on performance from the perspective of cracking and embrittlement of steels has been widely studied, and welding procedures have been developed to minimize the […] | publish | Uncategorized | open | open | l51903-damage-to-fbe-and-liquid-epoxy-coating-from-hydrogen-outgassing-from-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51903-damage-to-fbe-and-liquid-epoxy-coating-from-hydrogen-outgassing-from-welds/ | 0 | 0 | raw | default | 199 | Legacy | |||||||
| 05/09/2001 | 2927 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A combined lab and field program has been performed to study the external corrosion behaviour of buried linepipe. The overall aim of the project was to attempt to correlate pipe damage with measurable soil properties, in particular the redox potential as measured by buried soil probes. The lab component of the project involved the measurement of weight-loss corrosion rates in three types of soil, under saturated and as-received moisture conditions, and under permanently aerobic, permanently anaerobic or cyclic anaerobic/aerobic redox conditions. The soil conditions and coupon corrosion potentials were monitored during the course of the tests. In the field component of the study, pipe-depth soil properties were monitored using permanent NOVAProbes to measure the redox potential, soil resistivity, pH and temperature. Daily readings were taken at some locations with the aid of a custom-designed datalogger. Corrosion information was obtained from buried weight-loss or electrochemical coupons, from pipe excavations or from data from repeat in-line inspection runs. | L51906 The Role of Redox and Corrosion Potentials in the Corrosion of Line Pipe Steel | A combined lab and field program has been performed to study the external corrosion behaviour of buried linepipe. The overall aim of the project was to attempt to correlate pipe […] | publish | Uncategorized | open | open | l51906-the-role-of-redox-and-corrosion-potentials-in-the-corrosion-of-line-pipe-steel | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51906-the-role-of-redox-and-corrosion-potentials-in-the-corrosion-of-line-pipe-steel/ | 0 | 0 | raw | default | 750 | Legacy | |||||||
| 01/12/2001 | 2928 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Most AC powered equipment at pipeline stations and at motorized valve sites isrequired, by code, to be electrically grounded to one or more ground electrodes. These grounding systems are normally electrically bonded to the AC power distribution grid, which can be quite extensive. Piping, either intentionally or inadvertently, is often connected to the AC electrical grounding grid in pipeline stations. Grounding grid conductors are usually bare and composed of copper or tinned copper, and ground rod materials can consist of a wide variety of metals such as copper-clad steel, carbon steel, stainless steel, galvanized steel, and galvanic anode alloys of zinc and magnesium. The interconnection of these grounding materials to the piping can increase the current requirements of the cathodic protection system, distort the current distribution pattern and complicate the accurate measurement of the pipe potentials. Benefit: The primary objective of this research project was to assess the impact of various types of grounding materials on the performance and testing of cathodic protection systems. The two major issues in this regard were the effects on current requirements and the accuracy of pipe-to-soil potential measurements. In addition, some related issues investigated as follows:the electrical resistance of each groundrod-to-earth was to be measured to determine whether or not there were any changes in the resistance-to-earth as a result cathodic polarization;the potential of galvanized steel was to be measured with increasing zinc consumption to determine if there is a well defined relationship between potential and zinc consumption; the National Electrical Code (NEC) was to be reviewed with respect to the insertion of AC coupling/DC isolating devices in series between the piping and the electrical grounding network. The results of this investigation were intended toprovide information to design more effective cathodic protection facilities for piping in pipeline stations having electrical grounding systems, anddetermine whether or not the resistance of the electrical grounding system increases as a result of receiving cathodic protection, andrecommend pipe-to-soil potential survey techniques to maximize measurement accuracy in the presence of an AC grounding grid, andevaluate the use of DC isolators/AC couplers to interconnect the piping to either the secondary or primary AC grounding system. | L51908 AC Grounding Effects on Cathodic Protection Performance in Pipeline Stations.pdf | Most AC powered equipment at pipeline stations and at motorized valve sites isrequired, by code, to be electrically grounded to one or more ground electrodes. These grounding systems are normally […] | publish | Uncategorized | open | open | l51908-ac-grounding-effects-on-cathodic-protection-performance-in-pipeline-stations-pdf | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51908-ac-grounding-effects-on-cathodic-protection-performance-in-pipeline-stations-pdf/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 03/12/2002 | 2929 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Historically the effects of telluric currents on pipelines have been considered a curiosity and an inconvenience when conducting cathodic protection surveys for compliance with the pipeline codes and regulations. Recently however, as more pipelines have been constructed at higher latitudes and in higher resistivity soils, and as higher quality coatings have been used, the resulting telluric potential and current variations, being more severe, have prompted concerns about the following issues; 1) whether or not the pipe is corroding during periods of telluric current discharges, and 2) will the coating be stressed and possibly disbonded during periods of pick-up, and 3) how can the effects of telluric current activity be mitigated, and 4) what techniques are available to measure accurate pipe-to-soil potentials during periods of telluric activity. This report describes two methods for modeling telluric currents in pipelines wherein the distributed source transmission line (DSTL) model has been used successfully to predict the magnitude of telluric currents and the associated potential variations throughout pipeline networks. The model addresses typical pipeline situations including pipe bends, pipe junctions, branch lines, insulating flanges, grounding points, changes in pipe dimensions, and changes of coating conductance. | L51909 Telluric and Ocean Current Effects on Buried Pipelines and Their Cathodic Protection Systems | Historically the effects of telluric currents on pipelines have been considered a curiosity and an inconvenience when conducting cathodic protection surveys for compliance with the pipeline codes and regulations. Recently […] | publish | Uncategorized | open | open | l51909-telluric-and-ocean-current-effects-on-buried-pipelines-and-their-cathodic-protection-systems | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51909-telluric-and-ocean-current-effects-on-buried-pipelines-and-their-cathodic-protection-systems/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/01/2000 | 2930 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Current knowledge of the conditions leading to generation of environments that cause stress corrosion cracking (SCC) of high-pressure pipelines was reviewed, and a database of references was compiled. In addition to the surface preparation of the steel pipe and the type of coating that is used, the level of cathodic protection (CP) reaching the pipe surface and the partial pressure of CO2 in the ground water are important factors. The balance between the level of CP reaching the surface and the CO2 partial pressure in the ground water is critical in determining the pH at the steel surface, and hence, whether high-pH SCC, near-neutral-pH SCC, or neither, occurs. Corrosion at pits and other localized sites may be a part of the SCC pre-initiation process. Under ground water conditions that simulate those of near-neutral-pH SCC, hydrogen enters and permeates line pipe steels. The findings of a review on conditions that lead to generation of stress corrosion cracking environments is presented in this report. The literature citations have been organized using Reference Manager, a searchable database of references. About 1,600 citations to references available in the literature as well as to industry reports are listed in the Reference Manager, covering all aspects of stress corrosion cracking, including issues relevant to generation of environments that cause SCC, such as coatings. Selected items from the Reference Manager database are listed in the Appendix of this report. | L51911 Conditions that Lead to the Generation of Stress Corrosion Cracking Environments – A Review | Current knowledge of the conditions leading to generation of environments that cause stress corrosion cracking (SCC) of high-pressure pipelines was reviewed, and a database of references was compiled. In addition […] | publish | Uncategorized | open | open | l51911-conditions-that-lead-to-the-generation-of-stress-corrosion-cracking-environments-a-review | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51911-conditions-that-lead-to-the-generation-of-stress-corrosion-cracking-environments-a-review/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 02/04/2002 | 2931 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | It is accepted that many situations exist on pipelines where a significant length of the pipeline (typically 2000 ft to 5 miles) is either totally inaccessible or access is so difficult or expensive that monitoring is not done at the required frequency. The need for finding a technique to allow the corrosion engineer to monitor CP levels of inaccessible locations from an accessible remote location has therefore been identified. A study to investigate all possible techniques available to achieve the above objective and to analyze typical scenarios requiring this approach has therefore been undertaken. Numerous techniques varying from pipe-to-soil type measurements, above ground current attenuation measurements, direct measurement of pipeline current, and measurement of the AC impedance response of the inaccessible section of pipeline were identified. In addition, some novel remote monitoring methods applicable to hostile inaccessible locations were identified. Analysis of these techniques in relation to the problem lead to the development of an algorithm to facilitate the choice of possible techniques under specific conditions. | L51912 Corrosion-CP Monitoring of Locations Remote from a Test Station | It is accepted that many situations exist on pipelines where a significant length of the pipeline (typically 2000 ft to 5 miles) is either totally inaccessible or access is so […] | publish | Uncategorized | open | open | l51912-corrosion-cp-monitoring-of-locations-remote-from-a-test-station | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51912-corrosion-cp-monitoring-of-locations-remote-from-a-test-station/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 02/04/2002 | 2932 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A recent Office of Pipeline Safety survey found that corrosion caused 17 to 20 percent of pipeline failures. Of those corrosion failures, roughly half resulted from internal corrosion. In pipelines, internal corrosion is caused by produced (carry-over) or condensed water that contains dissolved gas and/or bacteria. In many cases, chemicals with inhibiting or biocidal properties are added to mitigate corrosion. The internal corrosion in many systems occurs under slowly flowing conditions at ambient temperatures (e.g., relatively low temperature of about 15.5°C (60°F)). The overall objectives of this project were to determine the influence of microbial consortia typically found in condensed water, produced water, and hydrocarbons on the internal corrosion of steel pipeline exposed to CO2, H2S, and O2. To accomplish these objectives, a multi-year project was planned. For the first year, the specific objectives were to assemble a chemostat system capable of maintaining a mixed biofilm consortium of bacteria implicated in MIC of steels under the pressures encountered in gathering lines, identify the type of microbial populations inside pipelines and conditions under which internal MIC has been observed, and perform a limited number of corrosion tests to evaluate the effects of these bacteria on corrosion. | L51914 Interdependent Effects of Bacteria Gas Composition and Water Chemistry on Internal Corrosion | A recent Office of Pipeline Safety survey found that corrosion caused 17 to 20 percent of pipeline failures. Of those corrosion failures, roughly half resulted from internal corrosion. In pipelines, […] | publish | Uncategorized | open | open | l51914-interdependent-effects-of-bacteria-gas-composition-and-water-chemistry-on-internal-corrosion | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51914-interdependent-effects-of-bacteria-gas-composition-and-water-chemistry-on-internal-corrosion/ | 0 | 0 | raw | default | 795 | Legacy | |||||||
| 02/04/2002 | 2933 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The natural gas industry operates over 8000 stationary large bore (bore > 14 in) natural gas engines for natural gas compression on pipelines and power generation. As emissions regulations become increasingly more stringent, the need for low cost methods for compliance demonstration arises. A PEMS model is one such approach. Research in this area has increased significantly during the last decade. PEMS models for this application utilize parameters commonly measured on industrial engines in the field to predict engine-out emissions. Monitoring emissions in this manner represents a significant cost savings over the periodic use of chemiluminescence NOX analyzers, which are not standard equipment in natural gas compressor stations. PEMS model accuracy is dependent on the quality of the input data, both the training NOX measurements and the selection of input parameters. Hence, it is important to have both reliable data measurement methods and an understanding of engine operating parameters relation to NOX. This work is part of the body of work referred to as the Integrated Test Plan (ITP), performed at the Engines and Energy Conversion Laboratory (EECL). This report details an investigation into Parametric Emissions Monitoring System (PEMS) models. It is the final document to be delivered under the ITP program. Much of the work performed under the ITP program focused on Hazardous Air Pollutants (HAPs) research. However, the emphasis of the PEMS work is on the prediction of oxides of nitrogen (NOX) emissions from large bore natural gas engines. In this work two different PEMS models are developed, a semi-empirical model and a neural network model. The semi-empirical model is based on general relationships between NOX emissions and engine parameters, but contains empirical constants that are determined based on the best fit to engine experimental data. The neural network model utilizes a similar set of input parameters, but relies on the neural network code to determine the relationships between input parameters and measured NOX emissions. The neural network model also contains empirical constants. The mathematics involved in both models is described. A single term semi-empirical model, which has been utilized in the literature as a PEMS model, is applied for comparative purposes. | L51916 Pressure Based Parametric Emission Monitoring Systems (PEMS) | The natural gas industry operates over 8000 stationary large bore (bore > 14 in) natural gas engines for natural gas compression on pipelines and power generation. As emissions regulations become […] | publish | Uncategorized | open | open | l51916-pressure-based-parametric-emission-monitoring-systems-pems | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51916-pressure-based-parametric-emission-monitoring-systems-pems/ | 0 | 0 | raw | default | 795 | Compressor & Pump Station | |||||||
| 28/07/2000 | 2894 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report describes the development of a graphical framework enabling probabilistic assessment of surface-breaking planar defects in pipeline girth welds, in terms of multivariate limit state functions incorporating weld strength mismatch effects. This is part of an ongoing effort by the Welding Research Supervisory Committee to align girth weld fitness-for-service assessment methods with recent advancements in limit states- and reliability-based design for pipelines. A previous three-year program (PR-185-9429) by the same investigators produced a database of partial safety factors (PSFs), calibrated against a broad range of reliability targets, for use with limit state functions based on existing stress intensity (crack driving force) and plastic collapse solutions. Several inherent limitations of these solutions, including their inability to account for strength mismatch in the behavior of weld metal and heat-affected zone (HAZ) flaws, motivated the development of new relationships in the present work. The PSF-based approach to probabilistic assessment also had its limitations, namely that it did not provide all of the necessary tools to address multi-weld pipeline segments, and that it was somewhat cumbersome to apply in practice. A more direct method was therefore desired. | L51822 A Limit States and Reliability-Based Girth Weld Assessment Framework for Long Pipeline Segments | This report describes the development of a graphical framework enabling probabilistic assessment of surface-breaking planar defects in pipeline girth welds, in terms of multivariate limit state functions incorporating weld strength […] | publish | Uncategorized | open | open | l51822-a-limit-states-and-reliability-based-girth-weld-assessment-framework-for-long-pipeline-segments | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51822-a-limit-states-and-reliability-based-girth-weld-assessment-framework-for-long-pipeline-segments/ | 0 | 0 | raw | default | 18.885 | Legacy | |||||||
| 28/07/2000 | 2895 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Underwater wet welding is presently accepted only for structural repairs to offshore facilities. The application of underwater wet welding to sub-sea pipelines and risers has been limited due to its perceived quality deficiencies compared to surface welds. These include the potential for excessive porosity, the risk of hydrogen cracking that results from the liberation of hydrogen in the welding arc and the accelerated weld cooling rates produced by the presence of the water. The present method for offshore tie-ins and repairs involves the use of either mechanical clamps, hyperbaric welding, or raising the pipeline to the surface. The underwater wet welding techniques currently used are not capable of producing welds that meet the workmanship based quality requirements of API 1104 for land pipelines, but may be suitable for sub-sea pipelines and risers based on a fitness-for-service basis. If it could be shown that underwater wet welding is capable of producing adequate quality welds, or if the deficiencies could be ercome by the use of for example, scalloped sleeves, a substantial cost savings could be realized. | L51823 Underwater Wet Welding of Pipeline Steels | Underwater wet welding is presently accepted only for structural repairs to offshore facilities. The application of underwater wet welding to sub-sea pipelines and risers has been limited due to its […] | publish | Uncategorized | open | open | l51823-underwater-wet-welding-of-pipeline-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51823-underwater-wet-welding-of-pipeline-steels/ | 0 | 0 | raw | default | 595 | Legacy | |||||||
| 03/08/2000 | 2896 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | To control the risk of burnthrough, most companies prohibit welding on in-service pipelines with wall thicknesses below specified limits. The risk of burnthrough depends not only on the wall thickness however, but also on the welding parameters and the operating parameters of the pipeline. The objective of this program was to develop guidelines for safely welding onto in-service pipelines with wall thicknesses down to 0.125 in. | L51824 Welding onto In-Service Thin-Wall Pipelines | To control the risk of burnthrough, most companies prohibit welding on in-service pipelines with wall thicknesses below specified limits. The risk of burnthrough depends not only on the wall thickness […] | publish | Uncategorized | open | open | l51824-welding-onto-in-service-thin-wall-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51824-welding-onto-in-service-thin-wall-pipelines/ | 0 | 0 | raw | default | 849 | Legacy | |||||||
| 01/11/1999 | 2897 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The present work forms the first stage of a program to develop procedures and standards for welding pipelines intended for sour gas service. | L51825 Recommendations for Procedure Qualification and Production Welding of Sour Service Piping | The present work forms the first stage of a program to develop procedures and standards for welding pipelines intended for sour gas service. | publish | Uncategorized | open | open | l51825-recommendations-for-procedure-qualification-and-production-welding-of-sour-service-piping | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51825-recommendations-for-procedure-qualification-and-production-welding-of-sour-service-piping/ | 0 | 0 | raw | default | 695 | Legacy | |||||||
| 01/07/2000 | 2898 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Combinations of technologies were evaluated by collecting and comparing information on the capabilities of different technologies and by evaluating the operational requirements of each. Results include; definition of important defect characteristics, determination of system constraints, evaluation of inspection technologies and determination of inspection technology capabilities and limitations, survey results of pipeline and in-line inspection companies, evaluation of inertial mapping and caliper capabilities and finally an evaluation of technology combinations. Based on the results, several examples of combinations of technologies were identified that may be sucessfully used to detect, locate the position of, and characterize different types of defects. The results of this study also identified what in-line inspection technology is best for particular circumstances and the conditions under which the technology would provide optimal results. | L51827 Multiple In-Line Inspection Technologies | Combinations of technologies were evaluated by collecting and comparing information on the capabilities of different technologies and by evaluating the operational requirements of each. Results include; definition of important defect […] | publish | Uncategorized | open | open | l51827-multiple-in-line-inspection-technologies | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51827-multiple-in-line-inspection-technologies/ | 0 | 0 | raw | default | 895 | Legacy | |||||||
| 01/11/1999 | 2899 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | These reports present the results of a project whose objective was the development of a "patch" to the PRCI ductile flaw growth model (DFGM), so that this successful technology could be extended to include mechanical damage. The ultimate goal is a criterion to assess damage severity based solely on field-measurable inputs and nominal information about the pipeline. It is anticipated that such a criterion will lead to cost-effective, timely action to ensure safety and serviceability of high-pressure transmission pipelines, as continuing use of in-line inspection tools makes it increasingly possible to detect mechanical damage. | L51832 Line Pipe Resistance to Outside Force | These reports present the results of a project whose objective was the development of a “patch” to the PRCI ductile flaw growth model (DFGM), so that this successful technology could […] | publish | Uncategorized | open | open | l51832-line-pipe-resistance-to-outside-force | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51832-line-pipe-resistance-to-outside-force/ | 0 | 0 | raw | default | 695 | Legacy | |||||||
| 07/07/2000 | 2900 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Research began with a literature search to obtain relevant background material. Existing test methods were examined to determine their applicability to HDD and slip boring loads. Two generally applicable methods were identified, Technical Inspection Services (TISI) Gouge Test and the Taber Abraser Test (ASTM D 4060). To reinforce the results of the laboratory testing, a procedure was developed to verify the performance of the selected coating systems on actual HDD installations. Thios involved documentation of the general parameters of the installation, such as length, diameter, and surface conditions and then measuring the quality of the coating system after installation using the procedure developed under PRCI contract number PR-262-9738 titled "In-Situ Evaluation of Directional Drill/Bore Coating Quality, Evaluation of Test Methods". Ten (10) coating systems were selected for examination and an eleventh was added at a manufacturer's request and cost including; 3M 6352, Thanecoat TC-700, Powercrete, Lilly 2040, 3M 206N, SPC 2888, Powercrete J, Isotube, Zebron, NapRick, CeramGard ML. | L51836 Coating Requirements for Pipelines Installed by Horizontal Directional Drilling and Slip Boring | Research began with a literature search to obtain relevant background material. Existing test methods were examined to determine their applicability to HDD and slip boring loads. Two generally applicable methods […] | publish | Uncategorized | open | open | l51836-coating-requirements-for-pipelines-installed-by-horizontal-directional-drilling-and-slip-boring | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51836-coating-requirements-for-pipelines-installed-by-horizontal-directional-drilling-and-slip-boring/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/03/2001 | 2901 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report presents results of a preliminary evaluation of a mechanical property that has the potential to correlate with susceptibility to Stress-corrosion cracking (SCC). This mechanical property measures the evolution of the microplastic response of line pipe steels, which underlies high pH SCC, and is believed by many to be essential for near-neutral SCC. If such a property can be proven to reflect susceptibility to SCC, operators could better contain maintenance costs and specify steels for new pipelines that are inherently resistant to SCC. Limited experimentation using X60 line-pipe steel indicated that the onset, duration, and intensity of microplasticity correlated with electrochemical indicators of SCC for the high-pH cracking environment. These results show sensitivity sufficient to detect the incidence and magnitude of plastic strain that evolves in load-controlled cycling under conditions typical of pipeline service, as well as in histories where such behavior has been exhausted by prior strain hardening. Thus, these data indicate that the protocol evaluated herein is potentially capable of identifying susceptible steels, and has sensitivity of the order needed to discriminate susceptibility between steels. Benefit: While the concept and related experimental techniques hold promise as a screening tool for susceptibility, some experimental issues must be resolved before its use can be conclusively established. These and other related aspects are outlined in the discussion section, and the recommendations section of the report. | L51838 Cyclic Stress Strain Behavior and SCC Susceptibility of Line Pipe Steels | This report presents results of a preliminary evaluation of a mechanical property that has the potential to correlate with susceptibility to Stress-corrosion cracking (SCC). This mechanical property measures the evolution […] | publish | Uncategorized | open | open | l51838-cyclic-stress-strain-behavior-and-scc-susceptibility-of-line-pipe-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51838-cyclic-stress-strain-behavior-and-scc-susceptibility-of-line-pipe-steels/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/10/2001 | 2902 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report discusses how fracture toughness and weldability are achieved in modern higher-strength line pipe and outlines why a coarse-grain (CG) heat-affected zone (HAZ) develops when welding these steels. The possible effects of this CG-HAZ on the toughness of weld seams in Grade X80 line pipe are reviewed in reference to: 1. criteria in use by pipe producers to achieve and control the toughness of the HAZ and weld metal, 2. test methods to characterize the toughness of the weld metal and HAZ, and 3. the applicability of such test methods to Grade X80 line pipe. | L51839 Methods for Evaluating the Toughness of Weld Heat-Affected Zones in Line Pipe Steels | This report discusses how fracture toughness and weldability are achieved in modern higher-strength line pipe and outlines why a coarse-grain (CG) heat-affected zone (HAZ) develops when welding these steels. The […] | publish | Uncategorized | open | open | l51839-methods-for-evaluating-the-toughness-of-weld-heat-affected-zones-in-line-pipe-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51839-methods-for-evaluating-the-toughness-of-weld-heat-affected-zones-in-line-pipe-steels/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 01/09/2001 | 2903 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Significant progress has been made since the mid-1980's in understanding the role of weld defects in pipeline integrity. Unfortunately, this new knowledge has not been incorporated into Appendix A. More significantly, new line pipe materials and welding processes since the mid-1980's have created conditions that were not anticipated in the original code, and that can lead to unsafe designs. This project was commissioned to produce a document to provide the technical basis for the revisions of Appendix A. The technical and historical background of several internationally recognized girth weld ECA (Engineering Critical Assessment) procedures are reviewed. Some recent developments in further refining the girth weld ECA procedures are described, with particular emphasis on the work funded by PRCI. These new developments lead to the recommended revisions to API 1104 Appendix A. The Canadian code, CSA Z662 Appendix K, is the process of adopting some of these developments. | L51841 Compendium of Pipeline Girth Weld ECA Methodologies to Support Revisions to Existing Code Practices | Significant progress has been made since the mid-1980’s in understanding the role of weld defects in pipeline integrity. Unfortunately, this new knowledge has not been incorporated into Appendix A. More […] | publish | Uncategorized | open | open | l51841-compendium-of-pipeline-girth-weld-eca-methodologies-to-support-revisions-to-existing-code-practices | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51841-compendium-of-pipeline-girth-weld-eca-methodologies-to-support-revisions-to-existing-code-practices/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 01/08/2001 | 2904 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This is the first project in a multi-year effort intended to develop alternative defect acceptance criteria for pipelines experience high longitudinal strains. The strain capacity of girth welds containing welding defects is investigated using numerical analysis with comparison to experimental data. The key deliverables of this project are (1) a three-region strain design diagram, and (2) a set of parametric equations allowing the computation of allowable strains with the input of defect depth, defect length, CTOD (Crack Tip Opening Displacement) toughness, and weld strength mismatch. The three-region strain design diagram provides a quick method to determine if a large strain design is possible. The parametric equations can be used to provide a rough estimate of strain limits for a given set of input parameters. | L51842 Strain Criteria for the Assessment of Girth Weld Defects | This is the first project in a multi-year effort intended to develop alternative defect acceptance criteria for pipelines experience high longitudinal strains. The strain capacity of girth welds containing welding […] | publish | Uncategorized | open | open | l51842-strain-criteria-for-the-assessment-of-girth-weld-defects | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51842-strain-criteria-for-the-assessment-of-girth-weld-defects/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 07/09/2001 | 2905 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this program was to evaluate alternatives to commonly used processes and practices for welding onto in-service pipelines for hot tapping and repair. The use of alternative processes and practices has the potential to increase deposition rates and significantly reduce the cost of welding onto in-service pipelines and may expand the range of materials and situations for which welding at full-pressure and full-flow can be applied. | L51843 Alternative Processes for Welding onto In-Service Pipelines | The objective of this program was to evaluate alternatives to commonly used processes and practices for welding onto in-service pipelines for hot tapping and repair. The use of alternative processes […] | publish | Uncategorized | open | open | l51843-alternative-processes-for-welding-onto-in-service-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51843-alternative-processes-for-welding-onto-in-service-pipelines/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/12/2001 | 2906 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The results of a two-phase project that evaluated when pressure-based proof testing is effective and alternatives when it is not. | L51844 Hydrostatic Testing of Transmission Pipelines – When it is Beneficial and Alternatives | The results of a two-phase project that evaluated when pressure-based proof testing is effective and alternatives when it is not. | publish | Uncategorized | open | open | l51844-hydrostatic-testing-of-transmission-pipelines-when-it-is-beneficial-and-alternatives | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51844-hydrostatic-testing-of-transmission-pipelines-when-it-is-beneficial-and-alternatives/ | 0 | 0 | raw | default | 4.500 | Legacy | |||||||
| 21/12/2000 | 2907 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Â The lower-strength grades of steel used for transmission pipelines into the 60s were much like those used in other steel construction in that era. These steels gained strength by traditional hardening mechanisms through chemistry changes, largely involving carbon and manganese additions. Improvement of these grades, primarily through control of ingot chemistry and steel processing, became necessary when running brittle fracture was identified as a failure mechanism in gas-transmission pipelines in the late 50s. Eventually, this avenue to increasing strength was exhausted for pipeline applications because this approach causes increased susceptibility to hydrogen-related cracking mechanisms as strength increases. For this reason, modern steels differ significantly from their predecessors in several ways, with the transition from traditional C-Mn ferrite-pearlite steels beginning in the mid 60s with the introduction of high-strength-low-alloy (HSLA) steels. This report presents the results of projects, PR-3-9606 and PR-3-9737, both of which were planned as multi-year projects. The first of these projects initially was conceived to provide broad evaluation of the fitness-for-service of wrinkle bends while the second was conceived to generate mechanical and fracture properties data for use in the integrity analysis of both the pipe body and weld seams in modern gas-transmission pipeline systems. As possible duplication between a joint industry project and the PRCI project became apparent, this project was scaled back to focus on properties of steels used in construction involving wrinkle bends. Consideration also was given to a more modern steel such as might be found in ripple bends, which are formed in bending machines that now have become widely used. The second project likewise was reduced in scope, with a focus on only the pipe body. Because both projects ended being centered on mechanical and fracture properties, both are presented in this combination report. | L51845 Database of Mechanical and Toughness Properties of Pipe | Â The lower-strength grades of steel used for transmission pipelines into the 60s were much like those used in other steel construction in that era. These steels gained strength by traditional […] | publish | Uncategorized | open | open | l51845-database-of-mechanical-and-toughness-properties-of-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51845-database-of-mechanical-and-toughness-properties-of-pipe/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/09/2001 | 2908 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | To resolve the question as to whether or not ERW pipe might prove inferior to seamless pipe in terms of resistance to cyclic stresses, the PRCI member companies decided to fund the project described herein to assess the performance of ERW pipe versus seamless pipe. Presented herein are the results of a research project on the serviceability of seamless line pipe and modern high-frequency-welded ERW (electric-resistance-welded) line pipe. Full-scale samples of both kinds of pipe were subjected in a laboratory environment to pressure cycles simulating hundreds of years of service. Four samples of ERW pipe and one sample of seamless pipe were tested. Each sample consisted of a 20-foot length of the material fabricated with end caps. Coupons were cut from the remaining pieces to accommodate tensile and impact tests and base-metal metallography. The 20-foot specimens were subjected to pressure cycles ranging from a minimum of 100 psig to the pressure level corresponding to 46 percent of the measured ultimate tensile strength of the material. | L51847 Fatigue Strength of Seamless Line Pipe and Modern ERW Line Pipe | To resolve the question as to whether or not ERW pipe might prove inferior to seamless pipe in terms of resistance to cyclic stresses, the PRCI member companies decided to […] | publish | Uncategorized | open | open | l51847-fatigue-strength-of-seamless-line-pipe-and-modern-erw-line-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51847-fatigue-strength-of-seamless-line-pipe-and-modern-erw-line-pipe/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 14/12/2001 | 2909 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The specific objective of this project is to analyze the mechanical and thermodynamic performance of an existing variable geometry turbocharger. This turbocharger, developed by Globe Turbocharger Inc., was built for the 2,000 hp class of reciprocating 2-stroke engines. The turbine nozzle ring area and the compressor diffuser vanes can be adjusted through a set of mechanical linkages. This turbocharger has never been installed on an engine. | L51848 Evaluation of an Existing Variable Geometry Turbocharger | The specific objective of this project is to analyze the mechanical and thermodynamic performance of an existing variable geometry turbocharger. This turbocharger, developed by Globe Turbocharger Inc., was built for […] | publish | Uncategorized | open | open | l51848-evaluation-of-an-existing-variable-geometry-turbocharger | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51848-evaluation-of-an-existing-variable-geometry-turbocharger/ | 0 | 0 | raw | default | 5.000 | Legacy | |||||||
| 01/09/1998 | 2910 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In many offshore pipeline applications the hydrocarbons transported are at an elevated temperature (200-400 °F). Often, it is desirable that the line be kept at elevated temperature in order to avoid deposition of paraffin and hydrates which can clog the line. Thus, in many cases the line is insulated. Long-term exposure of steels to elevated temperature changes their mechanical properties including their rate dependence. An issue of concern is how to efficiently design the line against burst. This report contains the results of a study of burst of seamless pipes at elevated temperatures in the range of 75-350 °F (24-177 °C). The main objective of the study was to understand how changes in mechanical properties induced to the steels by elevated temperature affect the burst performance of the pipes. The materials tested are SAF 2507 super duplex and an X-52 line grade steel. The study involved three main tasks. In the first task the stress-strain response of the two materials was measured in uniaxialtests carried out at various temperature levels in the range of 75-425 °F (24-218 °C). At each test temperature stress-strain responses were measured at several strain rates. The second task involved bursting of tubular specimens at different temperatures under controlled conditions. The tubes were machined to precision out of pipe stock to end up with specimens with diameter-to-thickness ratio of 34.7 for SAF 2507 and 34.9 for X-52. Because the emphasis of the study was on the changes caused by elevated temperature on the steel properties and their effect on burst, the D/t of the test specimens was not varied. The third task involved constitutive modeling of the mechanical behavior of the materials and using them in models of the process of burst to simulate the experiments. | L51851 Characterization of Burst for Line-Grade Steel Pipelines at Elevated Temperatures | In many offshore pipeline applications the hydrocarbons transported are at an elevated temperature (200-400 °F). Often, it is desirable that the line be kept at elevated temperature in order to […] | publish | Uncategorized | open | open | l51851-characterization-of-burst-for-line-grade-steel-pipelines-at-elevated-temperatures | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51851-characterization-of-burst-for-line-grade-steel-pipelines-at-elevated-temperatures/ | 0 | 0 | raw | default | 995 | Design, Materials & Construction | |||||||
| 01/01/2001 | 2911 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Mechanical damage by third-party excavation is the leading cause of pipeline failures in North America and Europe, yet pipeline design standards are mainly based on resistance to internal pressure and do not explicitly address mechanical damage. Without a design method that takes into account the likelihood and consequences of mechanical damage, the risk (referring to the total risk to life safety herein) implied by current design practices is not uniform for different pipelines with respect to mechanical damage. A reliability-based method provides a means to ensure that risks implied by the design are acceptable and uniform. To achieve this goal, the design criteria presented in this report were calibrated to meet a set of target reliabilities that were selected by a two-step approach. In the first step, the average target reliability level was set to match the overall historical level, on the basis that gas pipelines in general have a satisfactory safety record. The second step involved varying the target reliability levels in inverse proportion to the severity of failure consequences so as to maintain consistency of risk. The consequences, and hence the target reliability levels, were functions of pipeline diameter, operating pressure and location class. The tool used to develop the design check is a probabilistic model that relates the probability of failure due to mechanical damage to the design parameters (e.g., diameter, wall thickness, steel grade, pressure and location class) and the preventative measures put in place (e.g., burial depth, response time to notification, level of site-supervision for excavation, and frequency of right-of-way patrol). The model has two essential components: a fault tree that estimates interference frequency based on land use type and preventative measures, and a structural reliability model that estimates the probability of puncture or burst due to a gouged dent for a given interference event. The overall probabilistic framework is based on the Monte-Carlo simulation method. In predicting failure probabilities, the uncertainties in load and resistance variables and model errors were taken into consideration. | L51860 Pipeline Design for Mechanical Damage | Mechanical damage by third-party excavation is the leading cause of pipeline failures in North America and Europe, yet pipeline design standards are mainly based on resistance to internal pressure and […] | publish | Uncategorized | open | open | l51860-pipeline-design-for-mechanical-damage | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51860-pipeline-design-for-mechanical-damage/ | 0 | 0 | raw | default | 75 | Legacy | |||||||
| 02/04/2002 | 2912 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report addresses the need for reliable, validated models to assist gas companies in determining the minimum spacing between adjacent pipelines to help ensure safe and reliable operation in the event of a rupture. The objective is to evaluate the exposure of a pipeline due to the rupture and ignition of the escaping gas of an adjacent pipeline. | L51861 Line Rupture and the Spacing of Parallel Lines | This report addresses the need for reliable, validated models to assist gas companies in determining the minimum spacing between adjacent pipelines to help ensure safe and reliable operation in the […] | publish | Uncategorized | open | open | l51861-line-rupture-and-the-spacing-of-parallel-lines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51861-line-rupture-and-the-spacing-of-parallel-lines/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/09/1999 | 2913 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM |
This report develops and validates a probabilistic model for high pH SCC on pipelines that can help operators to:
quantify the condition of susceptible transmission pipelines assess the efficiency of controls for such SCC based on after coolers and periodic hydrostatic re-testing identify, evaluate, and control the related risks· prioritize rehabilitation to avoid in-service incidents. The probabilistic model is an adaptation of a first-generation model for high pH SCC known as the Stress-Corrosion Cracking Life Prediction Model, (SCCLPM). Its validation follows from the close match between simulated cracking populations and incident occurrence and that observed for operating pipelines behavior. Because methods to simulate coating failure have not yet been developed, the model assumes the presence of a cracking environment, which according to field experience adds 3 years or more to the simulated pipeline life. |
L51865 Hydrotest Parameters to Help Control High-pH SCC on Gas Transmission Pipelines | This report develops and validates a probabilistic model for high pH SCC on pipelines that can help operators to: quantify the condition of susceptible transmission pipelines assess the efficiency of […] | publish | Uncategorized | open | open | l51865-hydrotest-parameters-to-help-control-high-ph-scc-on-gas-transmission-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51865-hydrotest-parameters-to-help-control-high-ph-scc-on-gas-transmission-pipelines/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/12/1998 | 2874 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Gas turbine engines are in common use in the Gas Pipeline industry to drive gas compressors in compression facilities. One of the major cost factors in the operation of these turbines is the repair or replacement of the hot section components. Technology that can extend the operational life of these components, or increase the ability to repair these components, is of immediate financial and operational benefit to members of PRCI. The RB211 gas turbine engine is commonly used in compression facilities. The life of the model 24C HP turbine blades is currently inadequate, leading to early replacement at a cost of approximately $300,000 per set. Actual life is not known by the users (or the OEM) and existing estimates are unreliable. Since users do not have adequate means to predict the point at which the blades must be retired, this study of the RB211-24C HP blade life factors was initiated to provide users with guidance for blade maintenance. The objectives of the project were to define the life factors affecting the repair and replacement decisions for the RB211-24C HP turbine blades. This includes determining the operative degradation modes of these turbine blades; the expected life of these blades as a function of engine operation; the potential to repair these blades, and the potential to obtain additional life and durability of the blades by the use of more protective coatings. | L51797 Life Management of the RB211-24C Gas Turbine | Gas turbine engines are in common use in the Gas Pipeline industry to drive gas compressors in compression facilities. One of the major cost factors in the operation of these […] | publish | Uncategorized | open | open | l51797-life-management-of-the-rb211-24c-gas-turbine | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51797-life-management-of-the-rb211-24c-gas-turbine/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/10/1998 | 2875 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this research was to develop data from comparative testing to evaluate the test performance (up to 28 day duration) of FBE pipe coatings when applied over contaminated as well as uncontaminated surfaces with and without phosphoric acid treatment. This project was based on a package drafted by Mr. E.G. Pierson, a former PRCI member employed by Exxon Pipeline Company. The scope of this work was adapted from the research guide lines in the original request for proposal (RFP). Some of these introductory comments were extracted from the RFP as well. | L51798 Effects of Phosphoric Acid Treatment on the Performance of Fusion-Bonded Epoxy Coatings | The objective of this research was to develop data from comparative testing to evaluate the test performance (up to 28 day duration) of FBE pipe coatings when applied over contaminated […] | publish | Uncategorized | open | open | l51798-effects-of-phosphoric-acid-treatment-on-the-performance-of-fusion-bonded-epoxy-coatings | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51798-effects-of-phosphoric-acid-treatment-on-the-performance-of-fusion-bonded-epoxy-coatings/ | 0 | 0 | raw | default | 445 | Legacy | |||||||
| 01/10/1998 | 2876 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objectives of this project were to: (1) examine known techniques of evaluating coating quality on buried pipe; (2) select one or more of these methods for in-situ testing; (3) develop a field test procedure that a corrosion technician can follow using equipment typically at his or her disposal; and (4) evaluate the feasibility of using this procedure both before and after the bored pipe is tied in. Two methods - coating conductance and current requirements - were tested on epoxy-coated pipe samples which were back filled with soil having a different resistivities. Both test methods proved successful; therefore, a field test procedure was developed that incorporates both. However, this procedure cannot be used when the pipe is tied-in because of accuracy limitations of existing current measurement instruments (unless the pipe is tied-in using isolating fittings). Includes spreadsheets to aid the assessment calculations and associated examples. | L51799 In-Situ Evaluation of Directional Drill-Bore Coating Quality | The objectives of this project were to: (1) examine known techniques of evaluating coating quality on buried pipe; (2) select one or more of these methods for in-situ testing; (3) […] | publish | Uncategorized | open | open | l51799-in-situ-evaluation-of-directional-drill-bore-coating-quality | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51799-in-situ-evaluation-of-directional-drill-bore-coating-quality/ | 0 | 0 | raw | default | 1.395 | Legacy | |||||||
| 01/01/1999 | 2877 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Induced AC on pipelines, despite the installation of AC mitigation facilities, can still produce deleterious effects involving the safe operation of the pipeline, the effective operation of the cathodic protection system, and the safety of personnel. One of the most serious consequences of steady state induced AC is that AC corrosion can occur, even though the induced AC voltage has been reduced to less than 15V as required by the standards and notwithstanding cathodic protection levels that also satisfy the standards. Implementation of the findings of this report will result in improved effectiveness of CP systems, longer useful pipeline operation life and a reduction personnel safety hazards. This project resulted in a report identifying and avoiding those situations where AC mitigation techniques may reduce the effectiveness of the CP system. | L51800 Cathodic Protection Considerations for Pipelines with AC Mitigation Facilities | Induced AC on pipelines, despite the installation of AC mitigation facilities, can still produce deleterious effects involving the safe operation of the pipeline, the effective operation of the cathodic protection […] | publish | Uncategorized | open | open | l51800-cathodic-protection-considerations-for-pipelines-with-ac-mitigation-facilities | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51800-cathodic-protection-considerations-for-pipelines-with-ac-mitigation-facilities/ | 0 | 0 | raw | default | 695 | Legacy | |||||||
| 01/02/1999 | 2878 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objectives of this project were to identify the negative impacts of extended depolarization of a pipeline with respect to measuring a 100 mV depolarization criteria and secondly to establish procedures for estimating the appropriate time over which depolarization is measured. The effort included laboratory testing for examining macro-cell couples and coating performance and field testing to examine depolarization phenomena associated with operating pipelines. | L51801 Impact of Short-Term Depolarization of Pipelines | The objectives of this project were to identify the negative impacts of extended depolarization of a pipeline with respect to measuring a 100 mV depolarization criteria and secondly to establish […] | publish | Uncategorized | open | open | l51801-impact-of-short-term-depolarization-of-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51801-impact-of-short-term-depolarization-of-pipelines/ | 0 | 0 | raw | default | 445 | Legacy | |||||||
| 01/08/1999 | 2879 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A reciprocating compressor facility with seven to eight compressors could be expected on average to develop new leakage at standard components of 2,700 Mcf/yr. Approximately 75% of the total new leak volume occurs at compressor components even though they only comprise approximately 30% of the total components at a site. The cost of follow-up surveys can be reduced by focusing on the compressor areas. A centrifugal compressor facility with two compressors could be expected to develop new leakage at standard components of approximately 100 Mcf/yr. The results are indicative of the fact that these facilities do not experience the type of vibrational stresses typically encountered at reciprocating compressor stations. This report describes a cooperative study sponsored by PRCI, GRI, and the U.S. Environmental Protection Agency (EPA) to determine the most cost effective ways to mitigate leaks at natural gas compressor stations. Leak rate measurements were initially made at thirteen compressor stations starting in September of 1995 until the end of 1997. Ten of these sites were selected for four quarters of surveys. This report presents the emission factors for natural gas compressor stations, the trends in leak rates over time, and a cost benefit analysis of leak mitigation. | L51802 Cost Effective Leak Mitigation at Natural Gas Transmission Compressor Stations | A reciprocating compressor facility with seven to eight compressors could be expected on average to develop new leakage at standard components of 2,700 Mcf/yr. Approximately 75% of the total new […] | publish | Uncategorized | open | open | l51802-cost-effective-leak-mitigation-at-natural-gas-transmission-compressor-stations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51802-cost-effective-leak-mitigation-at-natural-gas-transmission-compressor-stations/ | 0 | 0 | raw | default | 1.195 | Compressor & Pump Station | |||||||
| 01/09/1995 | 2880 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Failures due to stress-corrosion cracking (SCC) generally involve several adjacent, parallel, deep cracks that because of their proximity coalesce to form long flaws, which can cause ruptures.Recent studies indicate that such multiple flaws cause a local increase in compliance as compared to a single crack that represents the largest of the cracks involved.This means that the failure pressure for such a group of cracks can be poorly represented by a single flaw failure criterion, such as the Pipe Axial Flaw Failure Criterion (PAFFC) developed for the Pipeline Research Council International, Inc. The objective of this project was to develop a failure criterion for the multiple flaw situations typical of SCC based on available literature data for a repeating pattern of cracks (a regular array of cracks). This report begins with a discussion of predicted failure pressures for several typical field failures due to SCC. This discussion clearly demonstrates significant errors in predicted failure pressure for the multiple cracking typical of SCC when the failure pressure is predicted in terms of available single-flaw failure criteria for part-through-wall flaws in pipelines. This is followed by an analysis based on available literature data. It is shown that the literature data fail to represent the essential features of typical patches of cracks that control SCC failures. Analysis representing realistic cracking patterns is then introduced and used in conjunction with PAFFC to show that very accurate predictions can be made if the typical nature of the SCC patch is embedded in the failure criterion. | L51803 Failure Criterion for Stress-Corrosion Cracking in Pipelines | Failures due to stress-corrosion cracking (SCC) generally involve several adjacent, parallel, deep cracks that because of their proximity coalesce to form long flaws, which can cause ruptures.Recent studies indicate that […] | publish | Uncategorized | open | open | l51803-failure-criterion-for-stress-corrosion-cracking-in-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51803-failure-criterion-for-stress-corrosion-cracking-in-pipelines/ | 0 | 0 | raw | default | 695 | Legacy | |||||||
| 01/07/1999 | 2881 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This study was conducted to determine tensile property variability and its origins in HFERW pipe produced from hot-rolled coils and DSAW pipe produced from plates. Data were collected for DSAW line pipe produced from plates made by flattening coiled skelp. Data have been collected from steelmakers and pipe mills in North America and other countries, including Australia, France, Mexico and Brasil. Results span the most advanced plate and pipe mills to older mills which do not always incorporate modern process control. Data for different steelmaking processes were collected and for different rolling philosophies. A limited amount of data from thin slab product are also presented. | L51805 Tensile Property Variation in DSAW and ERW Line Pipe | This study was conducted to determine tensile property variability and its origins in HFERW pipe produced from hot-rolled coils and DSAW pipe produced from plates. Data were collected for DSAW […] | publish | Uncategorized | open | open | l51805-tensile-property-variation-in-dsaw-and-erw-line-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51805-tensile-property-variation-in-dsaw-and-erw-line-pipe/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/07/1998 | 2882 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | There is circumstantial evidence of hydrogen playing a role in, so called, low pH SCC of pipeline steel, but direct evidence for such is lacking. Resolution of this situation is of practical importance because of its implications for modeling. Thus, existing models for high pH SCC of pipelines are based upon a dissolution controlled mechanism of crack growth, but such models will not be applicable to low pH SCC if hydrogen is involved with the latter. Measurements have been made of the permeation of hydrogen into X52 and X60 pipeline steels at various potetials while exposed to a simulated ground water containing different amounts of carbon dioxide, related to the conditions thought to be associated with transgranular stress corrosion cracking of pipelines. As a consequence of these measurements it is now known unequivocally that hydrogen enters the steel for all such solutions over wide ranges of potential, including those most likely involved in the cracking of pipelines, and with such entry enhanced as the amount of carbon dioxide present in the solution increased. For a given set of environmental conditions, it was found that films on the surface of the pipe, such as may exist in service conditions, could hinder, but not prevent, the ingress of hydrogen. Hydrogen in steel is usually regarded as being trapped at dislocations, grain boundaries or interfaces between the matrix and second phase particles and measurements relating to such indicate that the X60 steel contains appreciably fewer traps than the X52 steel for equivalent charging conditions. However, the trapped hydrogen was found to have no significant influence on the ductility of the steels when subsequently tested in air, although the ductility was impaired by thxe continued ingress of hydrogen when equivalent tests were conducted in the presence of the charging solution. No convincing evidence has been obtained for the ingress of hydrogen into the steels facilitating the early stages of plasticity under exposure conditions relating to those involved in low pH stress corrossion cracking. The most probable mechanism of stress corrosion crack growth in pipeline steel in the solutions studied and at potentials likely to obtain in service involves both dissolution and hydrogen ingress to the steel, although the interactions of those two factors in the fracture process remain speculative. | L51806 Effects of Hydrogen on Low-pH Stress Corrosion Crack Growth | There is circumstantial evidence of hydrogen playing a role in, so called, low pH SCC of pipeline steel, but direct evidence for such is lacking. Resolution of this situation is […] | publish | Uncategorized | open | open | l51806-effects-of-hydrogen-on-low-ph-stress-corrosion-crack-growth | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51806-effects-of-hydrogen-on-low-ph-stress-corrosion-crack-growth/ | 0 | 0 | raw | default | 695 | Legacy | |||||||
| 01/12/1997 | 2883 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report presents the results of a series of projects that involved: (1) characterizing the behavior of crack colonies associated with stress-corrosion cracking (SCC); (2) developing failure criteria to provide safety without undue conservatism; and (3) developing criteria to characterize crack coalescence prior to SCC leaks. Analytical details are given for the various types of axial cracks, with a focus on short, deep cracks, patches of SCC cracks often found in field-digs, and deep, co-parallel cracks. All analyses were done in a fracture mechanics framework for use in developing criteria to ensure safety and assess the serviceability of natural gas transmission pipelines. | L51807 Characterization of Axial Flaws in Pipelines with a Focus of Stress Corrosion Cracks | This report presents the results of a series of projects that involved: (1) characterizing the behavior of crack colonies associated with stress-corrosion cracking (SCC); (2) developing failure criteria to provide […] | publish | Uncategorized | open | open | l51807-characterization-of-axial-flaws-in-pipelines-with-a-focus-of-stress-corrosion-cracks | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51807-characterization-of-axial-flaws-in-pipelines-with-a-focus-of-stress-corrosion-cracks/ | 0 | 0 | raw | default | 595 | Legacy | |||||||
| 01/11/1998 | 2884 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In the past 20 years, much research has been conducted into buckling and collapse of pipelines under external pressure, bending or tension and combinations. Also many finite element analyses have been performed into the behavior of pipelines under these loads. The available test results show considerable scatter, which is considered to be caused by variations in the stress-strain relationship, the anisotropy of the steel, the Bauschinger effect, the geometrical deviations, the residual stresses, the test conditions, etc. The manufacturing method (seamless, UO, UOE) has a considerable influence on these properties and on the collapse and local buckling resistance. In this project, design formulations for collapse and buckling with appropriate safety factors, calibrated against experimental and numerical models using probabilistic methods, have been selected for a practical range of design considerations. The project consisted of three parts: experiments, probabilistic calculations, and finite element calculations. | L51809 Buckling and Collapse of UOE Manufactured Steel Pipes | In the past 20 years, much research has been conducted into buckling and collapse of pipelines under external pressure, bending or tension and combinations. Also many finite element analyses have […] | publish | Uncategorized | open | open | l51809-buckling-and-collapse-of-uoe-manufactured-steel-pipes | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51809-buckling-and-collapse-of-uoe-manufactured-steel-pipes/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 22/12/1999 | 2885 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The Guidelines for the Assessment of Dents on Welds describes a method for evaluating the serviceability of pipeline girth welds affected by otherwise plain, shallow indentations that are free to reround under pressure. The user makes a cumulative fatigue damage assessment, considering the effects of dent size, weld quality, and the severity of the pipeline operating pressure spectrum. An accompanying diskette provides a rainflow cycle-counting algorithm for use in evaluating the operating pressure spectrum, along with other spreadsheet tools to facilitate the analysis. The serviceability is established by an estimate of the pressure-fatigue life of the weld-dent combination. Examples are presented. Field inspection and repair issues are also discussed. | L51810 Guidelines for the Assessment of Dents on Welds | The Guidelines for the Assessment of Dents on Welds describes a method for evaluating the serviceability of pipeline girth welds affected by otherwise plain, shallow indentations that are free to […] | publish | Uncategorized | open | open | l51810-guidelines-for-the-assessment-of-dents-on-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51810-guidelines-for-the-assessment-of-dents-on-welds/ | 0 | 0 | raw | default | 595 | Legacy | |||||||
| 01/09/1999 | 2886 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Longitudinal defects, including stress-corrosion cracking (SCC) and selective seam weld corrosion, can occur in natural gas transmission pipelines. Previously developed nondestructive testing techniques (including angle beam ultrasonics, electromagnetic acoustic transducers (EMATs), and remote field eddy current) are capable of detecting longitudinal defects. Two angle beam ultrasonic syatems are commercially available, and an EMAT system is being commercialized. But there are factors that limit the applicability of these techniques, such as minimum pipe diameter and maximum inspection speed. A new more cost effective nondeastructive testing technique for pipeline inspection is needed to identify and evaluate the potential hazards from SCC. The complexity of angle beam ultrasonics and EMAT's and others makes the cost of inspection higher than MFL corrosion inspection. Circumferential MFL is more economical has the potential to to more accurately size axially oriented corrosion than the more common axial implementation. Though at present the method contained within this study has some deficiencies, a circumferential MFL in-line inspection tool could serve as a screening tool to determine whether a pipeline has cracks and seam weld defects as well as other longitudinal defects such as third-party mechanical damage. | L51811 Circumferential Magnetic Flux for In-Line Detection of SCC and Selective Seam Weld Corrosion | Longitudinal defects, including stress-corrosion cracking (SCC) and selective seam weld corrosion, can occur in natural gas transmission pipelines. Previously developed nondestructive testing techniques (including angle beam ultrasonics, electromagnetic acoustic transducers […] | publish | Uncategorized | open | open | l51811-circumferential-magnetic-flux-for-in-line-detection-of-scc-and-selective-seam-weld-corrosion | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51811-circumferential-magnetic-flux-for-in-line-detection-of-scc-and-selective-seam-weld-corrosion/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 30/07/1999 | 2887 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Laser-welded line pipe seam welds will not contain some of the types of weld imperfections associated with the ERW process. This report shows that laser-welded line pipe meets API 5L requirements and significantly exceeds the weld cleanliness and toughness necessary for most pipeline applications. Inclusion of laser-welded line pipe in the current API 5L line pipe specification was proposed by the above manufacturers in 1996. Recent balloting by API Committee 5 approved adoption of laser-welded line pipe as a separate process of manufacture, to be included in the next (forty-second) edition of API 5L in Product Specification Level (PSL) 1. | L51812 Evaluation of Laser-Welded Line Pipe | Laser-welded line pipe seam welds will not contain some of the types of weld imperfections associated with the ERW process. This report shows that laser-welded line pipe meets API 5L […] | publish | Uncategorized | open | open | l51812-evaluation-of-laser-welded-line-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51812-evaluation-of-laser-welded-line-pipe/ | 0 | 0 | raw | default | 795 | Legacy | |||||||
| 16/05/1999 | 2888 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Interest in turbocharger performance has escalated over the last several years. This escalation has been brought about by the gas transmission industry's need to: (1) reduce the NOx emissions from compressor sites and (2) increase the performance and reliability of the existing reciprocating engines used to drive transmission compressors. Once a turbocharger has been overhauled and reinstalled on an engine, attempts may be made to measure the turbocharger's performance and compare it to guaranteed values. This however is time consuming and costly and failure to meet the guaranteed performance values may put the site at risk of being shut down due to high emissions. By re-aeroing an existing turbocharger, it may be possible to reach a new design operating point that is established through detailed knowledge of the emissions guidelines, engine components, auxiliary systems, and turbocharger. This study examined the effects of component modifications on increased turbocharger performance for an Elliott L40 turbocharger. The Elliott turbocharger represents a significant installed population (2,512 L40 turbocharges manufactured to date) and thus the reason for choosing this particular turbocharger. Two major conclusions were derived from this study; (1) this particular modification does not substantially affect turbocharger turbine efficiency, (2) the turbocharger modifications will drastically alter the engine air flow load line. | L51813 Re-Aeroing an Elliott L-40 Turbocharger | Interest in turbocharger performance has escalated over the last several years. This escalation has been brought about by the gas transmission industry’s need to: (1) reduce the NOx emissions from […] | publish | Uncategorized | open | open | l51813-re-aeroing-an-elliott-l-40-turbocharger | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51813-re-aeroing-an-elliott-l-40-turbocharger/ | 0 | 0 | raw | default | 250 | Legacy | |||||||
| 01/09/1999 | 2889 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Air pollution has become a major public issue and it is now evident that unburned hydrocarbons, CO, and NOx must meet increasingly restrictive standards. The emissions of nitrogen oxides by gas turbines are of concern because of their high toxicity and their role in the formation of photochemical smog. The formation of NOx occurs in a gas-fired gas turbine when combustion temperatures exceed a critical level for sufficient time to allow atmospheric nitrogen and oxygen to combine. For those gas turbine applications where steam or ultra-pure water are readily available, then steam or water injection are preferable NOx control strategies. Because these attributes are usually not available at pipeline compression stations, the turbine operators in the pipeline industry have chosen to control emissions by a dry combustion process. An alternative would be a catalytic reduction of the NOx generated in the exhaust gas but this requires an investment in SCR hardware and continuous use of ammonia, which adds to operating costs. Historically, dry low emissions (DLE) systems have experienced a greater than expected number of start-up problems as new products were introduced to the marketplace. A need of the gas pipeline industry is to identify the operating problems experienced with DLE systems, to link these problems to their most probable cause, to estimate costs incurred, and to glean strategies for avoiding future problems. A comprehensive PRCI sponsored survey of operators and manufacturers was completed which provides assistance to gas turbine operators in making NOx control procurement decisions and for budgeting operations and maintenance costs. This first ever detailed study provides information on typical operating costs and problems incurred with the currently operating DLE systems and serves as a guide for individual companies in the selection of cost effective low NOx combustion systems from available components offered by the OEM and after-market suppliers. The information developed by this report is intended to guide operators in estimating maintenance and repair costs to establish a lifetime cost of operation. | L51814 Survey Of Dry Low NOx Combustor Experience | Air pollution has become a major public issue and it is now evident that unburned hydrocarbons, CO, and NOx must meet increasingly restrictive standards. The emissions of nitrogen oxides by […] | publish | Uncategorized | open | open | l51814-survey-of-dry-low-nox-combustor-experience | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51814-survey-of-dry-low-nox-combustor-experience/ | 0 | 0 | raw | default | 695 | Legacy | |||||||
| 01/06/1997 | 2890 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The Time Of Flight Diffraction (TOFD) Technique is rapidly gaining importance as a reliable NDT technique for weld inspection, capable of both detection and sizing of defects. The acquisition of TOFD inspection data is fast and straightforward; the crucial step in inspection reliability is therefore its interpretation. A reliable interpretation of TOFD images requires considerable training and skill, and in that respect bears resemblance to the interpretation of radiographic images. Therefore a need was recognized to develop a TOFD Image Reference Collection, by analogy with the existing and widely known IIW Collection of Reference Radiographs of Welds in Steel, to assist TOFD operators in analyzing images. The objective to arrive at a reference collection of TOFD Images. The TOFD image collection is a stand-alone document. Revision 0 contains, apart from typical inspection results for most defect types, an extensive introduction describing purpose, scope and instructions for use. | L51815 The Development of a TOFD Image Reference Collection | The Time Of Flight Diffraction (TOFD) Technique is rapidly gaining importance as a reliable NDT technique for weld inspection, capable of both detection and sizing of defects. The acquisition of […] | publish | Uncategorized | open | open | l51815-the-development-of-a-tofd-image-reference-collection | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51815-the-development-of-a-tofd-image-reference-collection/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/08/2000 | 2891 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Most pipeline incidents resulting in the loss of life, production and/or environmental damage is caused by third party damage. This project and resulting study used a reliability-based methodology from a previous PRCI sponsored project (PR-224-9519) "Reliability-Based Planning of Inspection and Maintenance of Pipeline Systems". The focus of this project and resulting study was to collect the data and develop the models required to apply the methodology to the optimization of mechanical damage prevention. The resulting reliability model consists of two components: a) an impact probability model that calculates the frequency of mechanical interference by excavation equipment as a function of line attributes and damage prevention practices; and b) the puncture failure model that calculates the probability of puncture for a given impact as a function of the pipeline design parameters. The reliability model detailed in this study provides a quantitative tool to estimate the probability of failure due to mechanical damage and to evaluate the effectiveness of different design and maintenance methods. | L51816 Reliability-Based Prevention of Mechanical Damage to Pipelines | Most pipeline incidents resulting in the loss of life, production and/or environmental damage is caused by third party damage. This project and resulting study used a reliability-based methodology from a […] | publish | Uncategorized | open | open | l51816-reliability-based-prevention-of-mechanical-damage-to-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51816-reliability-based-prevention-of-mechanical-damage-to-pipelines/ | 0 | 0 | raw | default | 495 | Design, Materials & Construction | |||||||
| 01/05/2000 | 2892 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Microtunneling is an underground method of constructing pipelines using a sophisticated, remotely controlled, laser guided, steerable boring machine to install a pipe or casing using pipe jacking techniques. The line can either be installed directly by microtunneling or it can be installed inside a casing that is installed using microtunneling methods. This report discusses the following key topics relative to the design of a pipeline to be installed using microtunneling methods: Microtunneling methods and equipment. Case histories of similar pipelines installed using microtunneling methods. Project planning considerations. Geotechnical investigation and laboratory testing recommendations. Microtunneling design considerations. Design criteria for casings and jacking pipes. Shaft design considerations for jacking and receiving pits. Contract documents and contracting approaches. Guidelines for developing preliminary construction cost estimates. Recommendations for construction monitoring. This report contains comprehensive design guidelines in sufficient detail to address the design considerations typically involved with a routine microtunneling project. Use of these guidelines will result in the most cost effective microtunneling design and minimize costs and risks to your microtunneling project. The numerous references cited should be consulted for additional information when needed. | L51818 Microtunneling Design Guidelines for the Gas Transmission Industry | Microtunneling is an underground method of constructing pipelines using a sophisticated, remotely controlled, laser guided, steerable boring machine to install a pipe or casing using pipe jacking techniques. The line […] | publish | Uncategorized | open | open | l51818-microtunneling-design-guidelines-for-the-gas-transmission-industry | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51818-microtunneling-design-guidelines-for-the-gas-transmission-industry/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/06/2000 | 2893 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The overall aim of the project was to demonstrate the ability to produce welds suitable for linepipe applications in nominally weldable 13%Cr stainless steels covering the range of grades being marketed as low cost alternatives to 22%Cr duplex stainless steel. This included the following: (i) Development of welding guidelines giving sound joints in weldable 13%Cr steels, with minimum preheat requirement. (ii) Quantification of the mechanical, corrosion and environmental cracking properties of weldments in weldable 13%Cr steels. (iii) Quantification of the effect of brief PWHT cycles on weldment properties in weldable 13%Cr steels. | L51821 Evaluation of Weldable 13 Percent Chromium Steels for Linepipe Applications | The overall aim of the project was to demonstrate the ability to produce welds suitable for linepipe applications in nominally weldable 13%Cr stainless steels covering the range of grades being […] | publish | Uncategorized | open | open | l51821-evaluation-of-weldable-13-percent-chromium-steels-for-linepipe-applications | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51821-evaluation-of-weldable-13-percent-chromium-steels-for-linepipe-applications/ | 0 | 0 | raw | default | 695 | Legacy | |||||||
| 01/08/1997 | 2854 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Reviews the available sensors for monitoring hazardous ground movement. Our review was limited to airborne and spaceborne sensors for access, performance, and productivity considerations. It was observed that certain ground movement is comparatively localized, e.g., earthquake faulting, while other activity may extend for thousands of kilometers, e.g., frost heave. Accordingly, we have considered two operating modes for the sensor-platform system, namely, site-by-site and continuous corridor. To determine the suitability of the candidate sensors for pipeline monitoring, we have assessed the expected performance, operational aspects, and cost of each sensor-platform combination as a function of operating mode. Finally, we have developed a business model for (1) operation of the recommended sensor systems by fee-for-service contractors; (2) analysis of the collected data by image-analysis specialists; and (3) use of the survey products by pipeline engineers. | L51774 Remote Sensing of Hazardous Ground Movement about Buried Gas Transmission Lines | Reviews the available sensors for monitoring hazardous ground movement. Our review was limited to airborne and spaceborne sensors for access, performance, and productivity considerations. It was observed that certain ground […] | publish | Uncategorized | open | open | l51774-remote-sensing-of-hazardous-ground-movement-about-buried-gas-transmission-lines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51774-remote-sensing-of-hazardous-ground-movement-about-buried-gas-transmission-lines/ | 0 | 0 | raw | default | 55 | Legacy | |||||||
| 01/02/1998 | 2855 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Grooving corrosion is a phenomenon by which the weld seam of electric resistance welded (ERW) pipe is preferentially attacked in wet natural gas environments containing CO,. The attack initiates as an aligned string of pits which grow and intersect, forming a round-bottomed groove of damage centered on the weld seam. The susceptibility of ERW pipe to this damage mechanism is known to be related to the chemical composition (particularly the sulfur content) of the pipe, the welding process employed, and the use of a post weld heat treatment. Of particular concern to the natural gas pipeline industry is the fact that at the resent time there are no effective means for predicting the susceptibility of a specific lot of ERW pipe to grooving corrosion, prior to placing the pipeline in service. The objective of this program, therefore, is to begin the development of an accelerated laboratory test technique which may be useful as a screening test to establish the susceptibility of an ERW weld to grooving corrosion. A stepped potential, potentiostatic electrochemical test method was used to evaluate the susceptibility of ERW welds from five different pipe samples to grooving corrosion in environments representative of natural gas production. Three of the welds were believed to be susceptible to grooving corrosion and the remaining two were believed to be non-susceptible. Testing was performed under a variety of conditions (environment chemistry, temperature, and levels of polarization) in an attempt to identify conditions which enabled the correct differentiation between the susceptible and non-susceptible specimens. | L51775 Susceptibility of Modern ERW Pipe to Selective Weld Seam Corrosion in Wet Environments | Grooving corrosion is a phenomenon by which the weld seam of electric resistance welded (ERW) pipe is preferentially attacked in wet natural gas environments containing CO,. The attack initiates as […] | publish | Uncategorized | open | open | l51775-susceptibility-of-modern-erw-pipe-to-selective-weld-seam-corrosion-in-wet-environments | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51775-susceptibility-of-modern-erw-pipe-to-selective-weld-seam-corrosion-in-wet-environments/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/12/1997 | 2856 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The work performed in this project can be regarded as a continuation of an earlier PRCI project: "Evaluation of Ultrasonic Inspection Techniques for the Root Region of Girth Welds" (project PR-220-9123), which was completed by the end of 1995. In that project, the performance of modern systems for mechanized ultrasonic inspection of girth welds in pipelines was evaluated with the emphasis on the weld root, which can be considered historically as the most difficult part of the weld when it comes to conventional ultrasonic inspection. In the current project, this was extended to the entire weld. Already in report PR-220-9123, it was stated that a structured evaluation would also help to arrive at a generic approval of mechanized UT systems for use in pipeline industry, to reduce or replace job-specific qualification tests. This point is still valid. The results of the first project, and hopefully also of this one, will be an important basis for international efforts currently being undertaken to develop such approvals, as well as to arrive at adapted acceptance criteria for weld defects. The current project was, similarly to the previous one, built around a number and a variety of representative test welds, using different welding techniques. These were inspected with Rotoscan, also using improvements (such as simultaneous TOFD), partly initiated on the basis of the work done in the previous project, and with radiography. They were then destructively tested for correlation with the NDE results. | L51776 Evaluation of Ultrasonic Technology for Volumetric Weld Inspection of Pipeline Girth Welds | The work performed in this project can be regarded as a continuation of an earlier PRCI project: “Evaluation of Ultrasonic Inspection Techniques for the Root Region of Girth Welds” (project […] | publish | Uncategorized | open | open | l51776-evaluation-of-ultrasonic-technology-for-volumetric-weld-inspection-of-pipeline-girth-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51776-evaluation-of-ultrasonic-technology-for-volumetric-weld-inspection-of-pipeline-girth-welds/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/01/1998 | 2857 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This project has taken a newly developed ultrasonic examination technique that is capable of detecting, characterizing, and sizing flaws with fewer errors and less time than ever before and applying the automated data recording and imaging technologies for a more economical and more desirable pipeline ultrasonic examination process. FAST TM (Flaw Analysis & Sizing Technique) is a conceptually simple but extremely innovative and highly effective ultrasonic weld examination technique. The development of this technique was accomplished to reduce weld examination time while improving examination quality for manual examiners in radiation areas in the nuclear power industry. Testing the technique was performed on controlled samples with flaws of varying positions, orientations, and sizes. The materials ranged in thickness from .237 inches to 4.0 inches and included stainless steel, carbon steel, and clad carbon steel. The geometrics of the butt welds included excess root, heavy counterbores, mismatch and generally any condition field welds might contain. | L51777 Automation of Fast Ultrasonic Technique for Pipeline Weld Examinations | This project has taken a newly developed ultrasonic examination technique that is capable of detecting, characterizing, and sizing flaws with fewer errors and less time than ever before and applying […] | publish | Uncategorized | open | open | l51777-automation-of-fast-ultrasonic-technique-for-pipeline-weld-examinations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51777-automation-of-fast-ultrasonic-technique-for-pipeline-weld-examinations/ | 0 | 0 | raw | default | 149 | Legacy | |||||||
| 01/01/2000 | 2858 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Â The objective of this project was to demonstrate the feasibility of using fiber optic Bragg grating sensors (BGS) to measure axial and bending strain in pipes. Work was performed by McDermott Technology Inc. (MTI) and included BGS design and procurement. In addition to the pipe strain testing, a number of other evaluations were performed. Several methods were evaluated to protect and encapsulate the BGS, which are embedded inside an optical fiber, and strain transfer tests were performed on two of the encapsulation approaches. A high strain bending test to failure was performed on one BGS. A special test section was used to characterize the performance of the BGS and compare to standard electrical resistance foil strain gages. | L51778 Fiber Optic Strain Monitoring of Pipelines | Â The objective of this project was to demonstrate the feasibility of using fiber optic Bragg grating sensors (BGS) to measure axial and bending strain in pipes. Work was performed by […] | publish | Uncategorized | open | open | l51778-fiber-optic-strain-monitoring-of-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51778-fiber-optic-strain-monitoring-of-pipelines/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 20/06/1998 | 2859 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Requirements for the fabrication and inspection of transmission pipeline girth welds are given in national codes such as API 1104, CSA Z662, and BS 4515. Their objective is to ensure an acceptable level of quality, and implicitly, operational safety. They seek to achieve this by imposing workmanship standards which prescribe the allowable size and frequency of various discontinuities. These standards are largely arbitrary and thus highly conservative in most situations. However, the potential for economic benefit, an increasing demand for safety, and the development of fracture mechanics technology have motivated the inclusion of optional fitness-for-service (FFS)-based flaw acceptance criteria. Two major objectives of the present work were to educate those unfamiliar with structural reliability concepts, particularly as they apply to pipeline integrity, and review the worldwide codification of LRFD for industries that fabricate and maintain welded structures. The final objective was to develop a library of PSFs for pipeline girth weld flaw assessment thereby aligning girth weld fitness-for-service assessment procedures with emerging LRFD codes for transmission pipelines. | L51779 Reliability-Based Fitness for Service Assessment of Welds | Requirements for the fabrication and inspection of transmission pipeline girth welds are given in national codes such as API 1104, CSA Z662, and BS 4515. Their objective is to ensure […] | publish | Uncategorized | open | open | l51779-reliability-based-fitness-for-service-assessment-of-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51779-reliability-based-fitness-for-service-assessment-of-welds/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/01/2000 | 2860 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this research project is to generate experimental information with the aim to quantify the conservatism of current interaction rules and to develop more accurate (less conservative) rules for "thin-walled" structures under plastic collapse. The conservatism in current defect interaction rules for ductile materials has been assessed by examining the failure behaviour of 8 mm and 10 mm thick, narrow (width: 100 mm and 120 mm) and wide (width: 427 mm) plate, specimens containing two coplanar or non-coplanar through thickness notches. The test results were compared to the failure characteristics of single notched plates and analysed in terms of Gross Section Yielding (GSY). The tests were conducted on three different materials in order to determine the effect of the Y/T ratio on defect interaction behavior. | L51780 Interaction of Multiple Through-Thickness Defects Under Plastic Collapse Conditions Part 1 | The objective of this research project is to generate experimental information with the aim to quantify the conservatism of current interaction rules and to develop more accurate (less conservative) rules […] | publish | Uncategorized | open | open | l51780-interaction-of-multiple-through-thickness-defects-under-plastic-collapse-conditions-part-1 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51780-interaction-of-multiple-through-thickness-defects-under-plastic-collapse-conditions-part-1/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/03/1998 | 2861 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Performed elastic-plastic finite element analysis of pipe sections with internal wall loss to determine remaining strength. Continued with finite element analysis of external direct deposition repairs of internal wall loss for straight and curved sections of pipe including elbows and tees. Compared predicted and actual burst pressures to validate results. Direct deposit welds of different sizes and geometry's were analyzed to determine extent of repair required to restore full strength. | L51781 Examination of External Weld Deposition Repair for Internal Wall Loss | Performed elastic-plastic finite element analysis of pipe sections with internal wall loss to determine remaining strength. Continued with finite element analysis of external direct deposition repairs of internal wall loss […] | publish | Uncategorized | open | open | l51781-examination-of-external-weld-deposition-repair-for-internal-wall-loss | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51781-examination-of-external-weld-deposition-repair-for-internal-wall-loss/ | 0 | 0 | raw | default | 695 | Legacy | |||||||
| 24/02/1998 | 2862 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Pipeline repair by direct deposition of weld metal, or weld deposition repair, is an attractive alternative to the installation of full-encirclement sleeves for repair of wall loss on in-service pipelines. This is particularly true where the installation of full-encirclement sleeves is difficult or impossible, such as for wall loss in bend sections and fittings. The results of recently completed work at Edison Welding Institute and previous work by others has shown that weld deposition repairs have the ability to restore the static strength of a pipeline and are resistant to pressure cycles over a wide range of applications. Prior to the widespread use of this technique, it was necessary to establish guidelines for carrying out repairs using this technique These guidelines must address not only the welding issues, but issues pertaining to inspection following welding, acceptance standards for discontinuities detected during inspection, and other related issues The objective of this project was to provide a report that contains theseguidelines. The guidance provided in this report is contained in two basic parts. The main body of the report contains a review of the various technological factors pertinent to weld deposition repair, Including a review of recently-completed research projects. The second part is an example guideline for carrying out weld deposition repair in the field, which was developed using the information contained in the main body of the report. This example guideline is in the form of a generic company specification and is contained in an appendix to the report. | L51782 Guidelines for Weld Deposition Repair on Pipelines | Pipeline repair by direct deposition of weld metal, or weld deposition repair, is an attractive alternative to the installation of full-encirclement sleeves for repair of wall loss on in-service pipelines. […] | publish | Uncategorized | open | open | l51782-guidelines-for-weld-deposition-repair-on-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51782-guidelines-for-weld-deposition-repair-on-pipelines/ | 0 | 0 | raw | default | 2.495 | Legacy | |||||||
| 01/01/1998 | 2863 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The gas pipeline industry continues to respond to the challenges of competitive markets and the need to manage the cost of service effectively. A major cost element being reviewed by the industry is the operating and maintenance expense for its fleet of older turbo compressor units. Many turbo-machinery manufacturers and operators typically quote 100,000 hours as a design limit for service life of turbo compressor components. The Pipeline Research Committee initiated this study to review the life limiting criteria for certain critical components and determine if the design target of 100,000 hours can be safely and reliably met or extended with special component management practices. The first phase of the project was to select the turbomachinery components that would be included in the review. Committee members were surveyed with a detailed questionnaire designed to identify critical components based on: high hours (eg. at or approaching 100,000 hours), the most common engine types operated by the member organizations, and the components of greatest concern from a risk and expense point of view. The selection made covers a wide range of engine types that are of interest to most of the committee companies. This selection represents some 78% of the "high hour" units operated by the committee and includes components from GE Frame 3 and Frame 5, Solar Saturn, Rolls Royce Avon, and Cooper RT56 engines. The report goes into detail regarding the various damage mechanisms which can be the main life limiting factor of the component; creep, fatigue, environmental attack, wear and microstructure instability. For each of the component types selected, the study identifies the life limiting criteria and outlines how the components may be managed for extended life. Many of the selected components can be reliably operated beyond 100,000 hours by following the management practices set out in the report. The decision to continue to operate components or replace with new components is usually based on either a predetermined engineering life limit or retirement for cause. Operating life limits are based on engineering calculations that establish the component life, beyond which the risk of failure is high. Such limits assume a standard, or most often, a worst case set of operating conditions to be conservative for all types of service. Retirement for cause is based on specific inspection techniques applied at appropriate intervals to ensure that damage below a defined limit is identified and the parts are then removed for either refurbishment or retirement. | L51783 100000 Hour Design Life of Turbo Compressor Packages | The gas pipeline industry continues to respond to the challenges of competitive markets and the need to manage the cost of service effectively. A major cost element being reviewed by […] | publish | Uncategorized | open | open | l51783-100000-hour-design-life-of-turbo-compressor-packages | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51783-100000-hour-design-life-of-turbo-compressor-packages/ | 0 | 0 | raw | default | 495 | Compressor & Pump Station | |||||||
| 01/06/2000 | 2864 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The ability to transport wet, untreated natural gases through pipelines offshore or at other inaccessible locations is an important factor in the development of new gas fields. When a wet gas contains CO2 and H2 S, the internal corrosion rate of steel pipelines may be expected to increase. Considerable work has been done to define effects of CO2 and H2 S on corrosion rates of pipeline, casing, and tubing steels, particularly at higher pressures and temperatures typical of downhole environments and in gases in which CO2 is the only acid gas present. In particular, studies by de Waard and Milliams resulted in development of an equation for predicting corrosion rates of steels exposed to water saturated with natural gases containing CO2 . However, the de Waard-Milliams equation cannot be used for gases containing H2 S, since it is applicable when CO2 is the only acid gas present. This report was specifically initiated to provide estimates of internal corrosion rates in inaccessible (offshore) pipeline locations from analyses of gas and water samples taken in accessible (onshore) locations. It addresses the ability to transport wet, untreated natural gases through pipelines offshore or at other inaccessible locations, and the internal corrosion rates of steel pipelines. | L51784 CO2-HS Corrosion Under Wet Low-Flow Gas in Presence of Bicarbonate Chloride and Oxygen | The ability to transport wet, untreated natural gases through pipelines offshore or at other inaccessible locations is an important factor in the development of new gas fields. When a wet […] | publish | Uncategorized | open | open | l51784-co2-hs-corrosion-under-wet-low-flow-gas-in-presence-of-bicarbonate-chloride-and-oxygen | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51784-co2-hs-corrosion-under-wet-low-flow-gas-in-presence-of-bicarbonate-chloride-and-oxygen/ | 0 | 0 | raw | default | 695 | Legacy | |||||||
| 01/01/1997 | 2865 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The purpose of this phase of the work was to establish the performance of the technique with regard to defect detection, so that its application as a field inspection tool could be assessed. To this end, trials were conducted at the GRI West Jefferson Pipeline Simulation Facility near Columbus, Ohio, on a 24in. diameter specimen, situated in the pull rig, containing 128 controlled, well documented metal loss defects, used primarily to assess resolution of internal inspection tools. : An extensive study was carried out on this specimen, which enabled firm conclusions to be drawn about the defect detection capabilities of the technique. In addition to this specimen, the flow loop at West Jefferson enabled the performance and achievable test range of the 24in. transducer, which was produced to be assessed. Both the flow loop and the defect specimen were coated with fusion bonded epoxy, which enabled the concerns of the NDT Supervisory Committee about the effect of such coatings on the long range ultrasonic technique to be addressed. | L51785 Development of Long Range Ultrasonic Methods of Assessing Pipeline Condition | The purpose of this phase of the work was to establish the performance of the technique with regard to defect detection, so that its application as a field inspection tool […] | publish | Uncategorized | open | open | l51785-development-of-long-range-ultrasonic-methods-of-assessing-pipeline-condition | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51785-development-of-long-range-ultrasonic-methods-of-assessing-pipeline-condition/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/01/1998 | 2866 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In the first two phases of this project, the accuracy and reliability of both conventional and more advanced nondestructive inspection techniques were evaluated by way of a round-robin program of blind inspections The results indicate that there is much variability in the accuracy and reliability of discontinuity detection and sizing depending on details of the NDT procedures adopted, which includes specification of equipment, techniques, calibration methods, and reporting requirements. In Phase III, optimized procedures for sleeve fillet welds and a limited number of branch groove welds were developed in the laboratory using fabricated assemblies containing Intentionally placed discontinuities. In response to a recommendation in Phase Ill, the current phase developed optimized procedures for a wide range of branch groove welds. The results of this phase indicate that the reliability and accuracy of nondestructive inspection techniques is not as high as obtained for sleeve fillet welds in the previous phase of the program In particular, the detection of sub-surface discontinuities by ultrasonic inspection is made more difficult by the added complexity of the branch weld geometries. As with sleeve fillet welds however, the probability of detecting weld toe cracks of a significant size can be quite good. | L51786 Development of Optimized Nondestructive Inspection Methods for Hot Tap Branch Connection Welds | In the first two phases of this project, the accuracy and reliability of both conventional and more advanced nondestructive inspection techniques were evaluated by way of a round-robin program of […] | publish | Uncategorized | open | open | l51786-development-of-optimized-nondestructive-inspection-methods-for-hot-tap-branch-connection-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51786-development-of-optimized-nondestructive-inspection-methods-for-hot-tap-branch-connection-welds/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/06/1998 | 2867 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | To assess the influence of line packing on the long term structural integrity of defected pipelines requires the availability of material property data that characterize the rate at which a flaw will extend under cyclic pressure conditions and the critical conditions at fracture, and a computational tool to perform the calculations needed to predict service lifetimes. The objective of the present work was to make both of these requirements available to gas industry engineers so that they could quickly and efficiently assess different line packing procedures in terms of their effects on the life of a pipeline. Towards these ends, a literature search was performed to identify what fatigue and fracture data were available for pipeline steels under typical service conditions. | L51787 Fatigue-Based Guideline for Pipeline Storage Facilities | To assess the influence of line packing on the long term structural integrity of defected pipelines requires the availability of material property data that characterize the rate at which a […] | publish | Uncategorized | open | open | l51787-fatigue-based-guideline-for-pipeline-storage-facilities | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51787-fatigue-based-guideline-for-pipeline-storage-facilities/ | 0 | 0 | raw | default | 150 | Legacy | |||||||
| 18/03/1999 | 2868 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The repair of dents in an operating line presents the pipeline engineer with a difficult problem: should it be cut out, sleeved and the sleeve infiltrated with epoxy grout to prevent the dent from flexing, or can it be left as is. Obviously, being able to determine that a dent as found can be safely left in could lead to significant savings in maintenance cost depending on the condition of the line. But what if there is a shallow gouge (scored metal) in the dent? Under what circumstances can these be dressed (removed by grinding) and the dent left in an operating line. This report evaluates repair techniques that are viable. | L51788 Repair of Line Pipe with Dents and Scratches | The repair of dents in an operating line presents the pipeline engineer with a difficult problem: should it be cut out, sleeved and the sleeve infiltrated with epoxy grout to […] | publish | Uncategorized | open | open | l51788-repair-of-line-pipe-with-dents-and-scratches | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51788-repair-of-line-pipe-with-dents-and-scratches/ | 0 | 0 | raw | default | 445 | Design, Materials & Construction | |||||||
| 01/01/1997 | 2869 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Existing industry standards do not adequately address all the issues related to construction and operation of pipelines to transport fluids containing both liquid water and hydrogen sulfide (H2 S), commonly called wet sour service or sour-service applications. The lack of industry standardization for sour service is significant because some commercially available line pipe, fittings and flanges are susceptible to failure when exposed to sour service. The failures that can occur are due to damage of carbon steel as a result of the corrosion reaction between H2 S and carbon steel. Operators of sour-service systems have developed company-specific or project-specific practices and specifications for design, construction, operation and maintenance of those systems. One result of company-specific and/or project-specific specifications is a lack of standardization in sour-service line pipe, fittings and flanges. The lack of standardization in sour-service piping components results in additional costs for initial construction, modification and maintenance of sour-service systems. The objective of this project was to develop recommended practices that a knowledgeable user can apply to the specification of line pipe, fittings and flanges for use in construction of pipelines and piping systems to transport fluids containing both liquid water and H2S. Development of recommended practices for construction, modification and maintenance of sour-service systems was outside the scope of this project. This report includes a discussion of the current understanding of broad issues relating to sour-service pipelines. This discussion is a summary of the more important issues rather than a critical review of all related literature on the subject of sour service. This report includes recommended specification criteria for line pipe, fittings and flanges in expository format. These criteria provide guidance for preparation of the specifications in commercial language for sour-service line pipe, fittings and flanges. These criteria should allow users to modify existing specifications for ordinary-service piping components to specifications suitable for sour service. This project included a survey of LPRSC members and producers of line pipe, fittings and flanges recommended by committee members. The goal of these surveys was to collect current information about the range of member practices and products readily available from surveyed producers. | L51789 Recommended Practice for Sour Service Piping | Existing industry standards do not adequately address all the issues related to construction and operation of pipelines to transport fluids containing both liquid water and hydrogen sulfide (H2 S), commonly […] | publish | Uncategorized | open | open | l51789-recommended-practice-for-sour-service-piping | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51789-recommended-practice-for-sour-service-piping/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/07/2000 | 2870 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This is the final report of a research project, PR-230-9413, funded by PRCl on the environmental effects on the propagation of transgranular stress corrosion cracks (TGSCC) of linepipe steels in soil environments of near-neutral pH. Supervision by the Ad Hoc Group on this project, chaired initially by Matt Cetiner of TransCanada PipeLines and then by Paul Wong of NOVA Gas Transmission Ltd., set the objectives and the scope of the work and was an integral component in the completion of this research. Three full-size ERW pipes, 508 mm (20 inches) diameter, hot-rolled Grade 359 (X-52), and a gravel-type soil were used. The pipe had been manufactured in the late 1950s and had been in service in a natural gas transmission pipeline for about 38 years. Crack growth was measured as a function of environmental variables and of loading severity, at the free corrosion potential (F. C. P.), at potentials anodic to F.C.P. and at cathodic potentials. At the free corrosion potential, the crack growth rate was found to be influenced by carbon dioxide. Growth rates of cracks with direct carbon dioxide admission tended to be higher than growth rates of other cracks. | L51791 Environmental Low-pH SCC-Effects on Crack Propagation | This is the final report of a research project, PR-230-9413, funded by PRCl on the environmental effects on the propagation of transgranular stress corrosion cracks (TGSCC) of linepipe steels in […] | publish | Uncategorized | open | open | l51791-environmental-low-ph-scc-effects-on-crack-propagation | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51791-environmental-low-ph-scc-effects-on-crack-propagation/ | 0 | 0 | raw | default | 445 | Legacy | |||||||
| 08/05/2000 | 2871 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The primary means of corrosion control for buried pipelines is the use of an external pipeline coating and the application of cathodic protection (CP). Monitoring the effectiveness of the corro sion control system is critical to the safe operation of natural gas pipelines. NACE International has established criteria andrecommended practices for monitoring the effectiveness of CP systems (RPO169-96). These practices and criteria have generally been accepted by regulatory agencies. Over the years a significant amount of research has been performed that is related to monitoring practices. Much of this research has been directed at improving measurement techniques that are aimed at satisfying the NACE criteria. In general, no significant effort has been made to incorporate research into currently used monitoring practices. The overall objectives of this project were (1) to consolidate research previously performed on monitoring the effectiveness of cathodic protection of pipelines, (2) to analyze the different monitoring techniques in light of the research, and (3) to produce monitoring guidelines that describe the application of these monitoring techniques for typical natural gas pipelines. The scope of this project was limited to the review of previous work, both PRCI funded and the open literature, and discussions with industry personnel. No field work or laboratory experiments were conducted. This project was further limited to the review of methodologies related to monitoring the effectiveness of the CP system and does not include methods for evaluating coatings. The research project was divided into the following two tasks: Task 1 - Review of Research and Practices and Task 2 - Development of Guidelines. This work was a consolidation of research that has been performed by the PRCI and others over the past several years. This review took the individual monitoring techniques (on-potential, off-potential, depolarized potential, close interval survey, etc.) and applied them to the typical pipeline scenarios (poorly-coated line, well-coated line, foreign line crossing, area with dynamic stray current, etc.). Each individual monitoring technique is summarized in terms of purpose, description, application, limitations, special considerations, and equipment requirements. Each pipeline scenario is supported with composite and line maps and the guidelines for each scenario are described in terms of a general description, applicable techniques, special considerations, measurement procedures, measurement locations, measurement frequency, applicable criteria, and data interpretation. | L51792 External Corrosion Control Monitoring Practices – Volumes I and II | The primary means of corrosion control for buried pipelines is the use of an external pipeline coating and the application of cathodic protection (CP). Monitoring the effectiveness of the corro […] | publish | Uncategorized | open | open | l51792-external-corrosion-control-monitoring-practices-volumes-i-and-ii | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51792-external-corrosion-control-monitoring-practices-volumes-i-and-ii/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 01/07/2000 | 2872 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The ability to safely transport wet, untreated natural gases through pipelines offshore or at other inaccessible locations is an important factor in the development of new gas fields. The internal corrosion rate of steel pipelines varies in a complex way with the gas composition, specifically CO2 , O2 , and H2 S, and condensed water chemistry. Estimating the corrosion rate of steel at inaccessible locations from the analysis of the gas and water composition from an accessible location will enable a better determination of the need for corrosion inhibitors. Quantitative understanding of the corrosion rate of steel under these conditions will be key to an accurate risk assessment of pipelines from internal corrosion. Previous work examined the effects of gas composition and slow liquid flow conditions on corrosion of steel. A parametric equation was developed that essentially reflected the deleterious effects of CO2 and O2 , and the beneficial effect of H2S on corrosion (Lyle, 1997). While this study provided important information regarding the deleterious effect of oxygen in the gas phase, the effects of condensed water composition, especially scale-forming species such as calcium and magnesium, were not examined. Furthermore, a better thermodynamic and kinetic understanding of the effects of the gas and liquid phase composition was needed. The present project, while an extension of the previous project, breaks important new ground: (i) the water chemistry typically found in pipelines is included in the tests; (ii) the scale and corrosion product formation is examined using a thermodynamic speciation software; (iii) surface analysis of the corroded samples is performed using laser Raman spectroscopy in order to confirm the thermodynamic model prediction; and (iv) electrochemical tests are conducted to understand the corrosion kinetics. A discussion of the general literature on internal corrosion is presented in the next section, followed by a summary of results from previous SwRI projects in this area. The thermodynamic approach and results are presented in Chapter 2. The experimental results are presented in Chapters 3 and 4, respectively, along with a discussion of the results in terms of thermodynamic and kinetic framework. Chapter 5 summarizes the results of this project and provides recommendations for further investigations. Details of the thermodynamic calculations, electrochemical experimental results, and analyses of the corrosion products are presented in the appendices. | L51793 The Effects of Water Chemistry on Internal Corrosion of Steel Pipelines | The ability to safely transport wet, untreated natural gases through pipelines offshore or at other inaccessible locations is an important factor in the development of new gas fields. The internal […] | publish | Uncategorized | open | open | l51793-the-effects-of-water-chemistry-on-internal-corrosion-of-steel-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51793-the-effects-of-water-chemistry-on-internal-corrosion-of-steel-pipelines/ | 0 | 0 | raw | default | 445 | Legacy | |||||||
| 01/03/1999 | 2873 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Since passage of the 1990 Clean Air Act Amendments (CAAA), continuous emission monitoring system (CEMS) vendors, manufacturers, research organizations, parametric emissions monitoring system (PEMS) vendors, consultants, and source owner/operators have been developing strategies to satisfy compliance monitoring requirements that may eventually apply to many gas turbines and engines. A variety of CEMS and PEMS approaches have been developed, and evaluated to determine overall performance and cost. In addition, a few natural gas transmission companies have been required to install and operate CEMS on specific engines and turbines in order to comply with existing State permitting requirements or emissions trading programs.Within the next five years, the Environmental Protection Agency (EPA) is expected to promulgate a series of stationary source, air emission regulations that will have a significant impact on many industrial sources. In addition, EPA will be issuing regulatory revisions, policy manuals and guidance documents to further clarify the implementation and enforcement of rules recently promulgated - e.g., Title V Permitting, Compliance Assurance Monitoring (CAM) and Credible Evidence rules. As a part of each of these anticipated rules, revisions, and supporting documents, EPA will require and continue to refine corresponding compliance monitoring procedures and performance specifications. For the natural gas transmission industry, the anticipated regulatory changes could result in substantial increases in the cost of environmental compliance. Costs associated with pollution control (including reductions in engine/turbine efficiency), compliance monitoring, emissions reporting and recordkeeping may all increase as a result of pending regulatory requirements. This report has been prepared to document the natural gas transmission industry's experience operating continuous emission monitoring systems (CEMS) on reciprocating engines and stationary gas turbines and to discuss some of the more critical, technical issues that will have to be addressed if pending regulatory changes require the use of CEMS. In particular, this report provides technical discussions regarding the performance, operation, maintenance and costs of a CEMS program for compliance monitoring of nitrogen oxides emissions. | L51796 Document CEM Experience in Natural Gas Transmission Industry | Since passage of the 1990 Clean Air Act Amendments (CAAA), continuous emission monitoring system (CEMS) vendors, manufacturers, research organizations, parametric emissions monitoring system (PEMS) vendors, consultants, and source owner/operators have […] | publish | Uncategorized | open | open | l51796-document-cem-experience-in-natural-gas-transmission-industry | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51796-document-cem-experience-in-natural-gas-transmission-industry/ | 0 | 0 | raw | default | 195 | Compressor & Pump Station | |||||||
| 29/02/1996 | 2834 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report introduces the Variable Frequency Impedance Tomography (VFIT) method for assessing the effectiveness of non-interruptible power supplies (sacrificial anodes) for protecting coated buried pipe. This method imposes a low-amplitude alternating voltage between the pipe and a reference electrode placed on the surface. A potentiostat/galvanostat controls the electric potential by modulating the current between the pipe and a surface counter electrode. The principle interpretive tool used in this study was an Artificial Neural Network (ANN) that had been trained" on simulated pipe with a defective coating and on field data from a test pipe." | L51750 New Technique to Assess Level of Cathodic Protection in Underground Pipe Systems (Phases I and II) | This report introduces the Variable Frequency Impedance Tomography (VFIT) method for assessing the effectiveness of non-interruptible power supplies (sacrificial anodes) for protecting coated buried pipe. This method imposes a low-amplitude […] | publish | Uncategorized | open | open | l51750-new-technique-to-assess-level-of-cathodic-protection-in-underground-pipe-systems-phases-i-and-ii | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51750-new-technique-to-assess-level-of-cathodic-protection-in-underground-pipe-systems-phases-i-and-ii/ | 0 | 0 | raw | default | 350 | Legacy | |||||||
| 01/08/1996 | 2835 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | As the use of higher strength and thicker walled pipe becomes more prevalent, the procedures that would normally guard against hydrogen cracking when welding with cellulosic electrodes, become less effective and it has become necessary to investigate the use of alternative low hydrogen consumables. Low hydrogen manual welding processes, suitable for pipeline girth welding, have been available for some time for the lower strength pipe grades, and latterly, for high strength pipelines (up to and including X80). Despite their availability and advantages in terms of reduced crack susceptibility, they have been rarely used in production up to the present time. Basic coated shielded metal arc (SMA) electrodes, suitable for vertical-down welding, are produced by some manufacturers at the strength level required for both the root welding and filling of pipeline girth welds. Self-shielded flux-cored wires (SSFCA) are also available for both root and fill welding, and in addition to the low hydrogen levels, these have the advantage of increased productivity. Both of these processes require different methods of deposition compared to welding using cellulosic electrodes, which necessitates specialized training of welders. It is thought that this, along with doubts concerning the reliability and speed of the processes in site conditions, has made contractors reluctant to adopt them. Furthermore, there was a dearth of independently produced information on the welding production performance of low hydrogen processes. The objectives of this work was to generate data to enable users to make an informed judgement regarding the practical application of low hydrogen processes. Furthermore, it was intended to develop improved root welding procedures, which had been recognized as being significant process limitation. A further objective of this work was to collect data to permit an informed choice when choosing low hydrogen welding processes for modern high-strength steel walled pipe. The performance of low hydrogen vertical down electrodes (L4VD) and solid and flux cored wires for welding X80 linepipe is assessed with regard to ease of welding, productivity and weldment mechanical properties in comparison to cellulosic electrodes. | L51751 Evaluation of Low Hydrogen Welding Processes for Pipeline Construction in High Strength Steel | As the use of higher strength and thicker walled pipe becomes more prevalent, the procedures that would normally guard against hydrogen cracking when welding with cellulosic electrodes, become less effective […] | publish | Uncategorized | open | open | l51751-evaluation-of-low-hydrogen-welding-processes-for-pipeline-construction-in-high-strength-steel | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51751-evaluation-of-low-hydrogen-welding-processes-for-pipeline-construction-in-high-strength-steel/ | 0 | 0 | raw | default | 695 | Legacy | |||||||
| 01/08/1996 | 2836 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The pipeline industry has recognized the need for a reference guide to assist design personnel in the selection of the most environmentally appropriate and cost-effective construction techniques for pipeline water and wetland crossings. Operating companies have already been developing, implementing, and perfecting water and wetland crossing techniques and associated preventative, mitigative, and monitoring procedures in order to minimize the impacts on water quality and associated habitat. However, these activities, to date have largely been performed on an individual basis with little transfer of technology or information, which has led to duplication of effort inmany areas. This document outlines relevant background studies and investigations, crossing technique selection and design, methods of prevention and mitigation, inspection and monitoring, restoration and the present regulatory framework under which pipeline watercourse crossings are assessed and constructed. The specific study contents and design procedures are presented as a guide from which qualified personnel can develop specific programs and mitigative techniques. | L51752 Water Crossing Design and Installation Manual | The pipeline industry has recognized the need for a reference guide to assist design personnel in the selection of the most environmentally appropriate and cost-effective construction techniques for pipeline water […] | publish | Uncategorized | open | open | l51752-water-crossing-design-and-installation-manual | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51752-water-crossing-design-and-installation-manual/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/01/1996 | 2837 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In recent years, environmental regulations have tightened and community involvement in environmental issues has increased. The pipeline industry has responded by attempting to reduce the negative economic and environmental impact of conventional air-cooled heat exchangers, which are characterized by high noise levels, excessive energy consumption, and high maintenance costs. While industry has had limited success in reducing air cooler noise using silencers and timed variable-speed fans, these solutions are costly. The most effective noise reduction method is to reduce or eliminate noise at its source. The primary goals of this investigation were to address key technical issues and to document natural draft aerial cooler (NDAC) design knowledge. The following objectives were identified: - Form a project team from PRCI-recommended aerial cooler manufacturers to design a quiet aerial cooler - Conduct technical and economic analyses to determine the actual operating needs and constraints of NDACs - Conduct market analyses to evaluate and identify the marketing issues associated with NDACs - Document the results of the project in a final report In recent years, the number of environmental permits mandating the use of natural draft aerial coolers to reduce noise has increased. Natural draft aerial cooler technology can potentially eliminate noise and improve operational energy efficiency. A broad group of applications could benefit from this technology, including natural gas, engine jacket water, auxiliary water, and engine lube oil cooling. With noise regulations and penalties becoming increasingly stringent, natural draft heat transfer technology is becoming more important. No organization has as yet fully investigated it. The technical and economic feasibility of NDACs were investigated for natural gas, engine jacket water, auxiliary water, and lube oil cooler applications. | L51753 Natural Draft Aerial Coolers | In recent years, environmental regulations have tightened and community involvement in environmental issues has increased. The pipeline industry has responded by attempting to reduce the negative economic and environmental impact […] | publish | Uncategorized | open | open | l51753-natural-draft-aerial-coolers | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51753-natural-draft-aerial-coolers/ | 0 | 0 | raw | default | 149 | Compressor & Pump Station | |||||||
| 01/06/1996 | 2838 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Â The purpose of this project was to evaluate the performance of electronic fuel gas admission valves and effects of continuous automatic cylinder balancing of large bore natural gas engines under actual field conditions. These goals have already been met under laboratory conditions at the Colorado State University Engines and Energy Conversion Laboratory in Fort Collins. The specific project objectives were to:1. Extend the feasibility of electronic fuel gas admission valves where gas valve timing and duration are varied to optimize fuel control and charge mixing from the laboratory environment to actual field applications. 2. Extend the feasibility of closed loop control using in-cylinder pressure sensors to achieve continuous, automatic power cylinder balancing from the laboratory environment to actual field applications. 3. Repeat the benefits of automatic continuous cylinder balancing shown in the laboratory testing under actual field conditions (i.e. fuel savings, improved cylinder misfire rates, improved emissions levels). In order to accomplish these objectives, the Woodward Governor Company AutoBalance TM 5000 control system was installed and tested at four host sites. Although the specific test plan differed slightly for the four host sites, the focus of the test program was consistent. The primary objective was to evaluate the effects of engine balance and the performance of the control system by testing a matrix of varying engine loads and speeds. Load and speed are the two primary control parameters affecting engine balance. Other tests were conducted to determine the effects of the electronic gas admission valve (EGAV) configuration (i.e. start of admission, end of admission, and duration). | L51754 Field Application of Electronic Gas Admission with Cylinder Pressure Feedback for LB Engines | Â The purpose of this project was to evaluate the performance of electronic fuel gas admission valves and effects of continuous automatic cylinder balancing of large bore natural gas engines under […] | publish | Uncategorized | open | open | l51754-field-application-of-electronic-gas-admission-with-cylinder-pressure-feedback-for-lb-engines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51754-field-application-of-electronic-gas-admission-with-cylinder-pressure-feedback-for-lb-engines/ | 0 | 0 | raw | default | 149 | Compressor & Pump Station | |||||||
| 01/07/1996 | 2839 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Fiber optic sensors have been under development in industrial and government laboratories around the world for over a decade. The commercial market for fiber sensors for measuring parameters such as temperature, displacement, and liquid level is now estimated to exceed $100 M/year. Aside from the commercial interest, the U. S. Department of Defense has vigorously pursued the development of fiber gyroscopes and hydrophones. In spite of the high level of research and development activity, however, until recently fiber sensors had not been successfully applied in high-temperature engine environments. The goal of this effort is to develop and test high-temperature fiber optic sensors and show that they are suitable for monitoring vibration and other instabilities in gas turbine engines. The underlying technology developed during the course of PRCI projects PR- 219-9120 and PR-219-9225 during 1991-94 serves as the foundation for PR-240-9416. Transducers with the fiber optic Fabry-Perot interferometer (FFPI) configuration have been adapted for use in the turbomachinery environment.To ensure the survival of the FFPI sensors at high temperatures, two techniques for coating the fibers with metal have been developed: electroplating and vacuum deposition. Coated sensors have subsequently been embedded in aluminum and brass alloys. Experiments on a small Sargent Welch turbine engine have shown the high sensitivity of embedded FFPI strain sensors to vibration in rolling bearings. Data have been collected in both the time and frequency domain. A new accelerometer design in which a metal-coated fiber containing the FFPI element is soldered directly to a diaphragm in a stainless steel housing shows response similar to a piezoelectric accelerometer in shaker table tests. The high sensitivity of the FFPI accelerometer has been demonstrated in field tests in a Solar Centaur turbine engine, and the design has survived temperatures > 500°C in a test oven. A magnetometer with a physical configuration similar to that of the accelerometer has been used to measure the distance from the sensor head to a rotating shaft made of ferromagnetic material. This device, which functions as a proximity probe, has been used to monitor shaft rotation rate (keyphasor application) and as a shaft thrust position sensor. These results indicate the potential for performing critical measurements in turbine engines with FFPI sensors. They can measure acceleration, distance (proximity), strain (as it relates to bearing defect diagnosis), and gas pressure, and can operate at higher temperatures than conventional transducers. | L51755 Development and Testing of an Advanced Technology Vibration Transmission | Fiber optic sensors have been under development in industrial and government laboratories around the world for over a decade. The commercial market for fiber sensors for measuring parameters such as […] | publish | Uncategorized | open | open | l51755-development-and-testing-of-an-advanced-technology-vibration-transmission | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51755-development-and-testing-of-an-advanced-technology-vibration-transmission/ | 0 | 0 | raw | default | 149 | Compressor & Pump Station | |||||||
| 01/09/1996 | 2840 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Computers have become a vital part of the control of pipeline compressors and compressor stations. For many tasks, computers have helped to improve accuracy, reliability, and safety, and have reduced operating costs. Computers excel at repetitive, precise tasks that humans perform poorly - calculation, measurement, statistical analysis, control, etc. Computers are used to perform these type of precise tasks at compressor stations: engine / turbine speed control, ignition control, horsepower estimation, or control of complicated sequences of events during startup and/or shutdown. For other tasks, however, computers perform very poorly at tasks that humans find to be trivial. A discussion of the differences in the way humans and computer process information is crucial to an understanding of the field of artificial intelligence. In this project, several artificial intelligence/ intelligent control systems were examined: heuristic search techniques, adaptive control, expert systems, fuzzy logic, neural networks, and genetic algorithms. Of these, neural networks showed the most potential for use on large bore engines because of their ability to recognize patterns in incomplete, noisy data. Two sets of experimental tests were conducted to test the predictive capabilities of neural networks. The first involved predicting the ignition timing from combustion pressure histories; the best networks responded within a specified tolerance level 90% to 98.8% of the time. In the second experiment, neural networks were used to predict NOx, A/F ratio, and fuel consumption. NOx prediction accuracy was 91.4%, A/F ratio accuracy was 82.9%, and fuel consumption accuracy was 52.9%. This report documents the assessment of the state of the art of artificial intelligence for application to the monitoring and control of large-bore natural gas engines. | L51756 State of the Art Intelligent Control for Large Engines | Computers have become a vital part of the control of pipeline compressors and compressor stations. For many tasks, computers have helped to improve accuracy, reliability, and safety, and have reduced […] | publish | Uncategorized | open | open | l51756-state-of-the-art-intelligent-control-for-large-engines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51756-state-of-the-art-intelligent-control-for-large-engines/ | 0 | 0 | raw | default | 149 | Legacy | |||||||
| 26/12/1997 | 2841 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | While full-encirclement sleeves have been routinely used to repair damaged or corroded sections of operational pipelines, it is not well understood how the increased localized stiffness due to the sleeve, affects the deformation capacity of the sleeved section when it is subsequently subjected to complex loads arising from superimposition of ground movement generated forces on operating pressure. For this study deformation capacity was expressed as the critical buckling curvature of the full-contact sleeve and the parameters studied, in addition to internal loading, were the influence of D/t ratio, sleeve length, sleeve type, pipe grade, and temperature differential on critical buckling curvature. Elastic plastic finite element analyses (FES) were used to develop provisional guidelines concerning the deformation capacity of both sleeved and unsleeved pipes. Two full-scale bend tests were performed to validate the FEA model. | L51757 Plastic Deformation Capacity of Girth Welded and Structural Sleeve Connections | While full-encirclement sleeves have been routinely used to repair damaged or corroded sections of operational pipelines, it is not well understood how the increased localized stiffness due to the sleeve, […] | publish | Uncategorized | open | open | l51757-plastic-deformation-capacity-of-girth-welded-and-structural-sleeve-connections | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51757-plastic-deformation-capacity-of-girth-welded-and-structural-sleeve-connections/ | 0 | 0 | raw | default | 749 | Legacy | |||||||
| 21/03/1997 | 2842 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Sometimes heat treated components fail to pass the specified minimum mechanical requirements (yield strength, Charpy V-notch toughness). The influence of the complete heat cycle on the end results is not well understood and without a N.D.T. method for determining these properties the pipeline companies have difficulty in determining acceptable and non-acceptable individual components. In the quality control process for heat treated components, it is important to have a non-destructive testing technique available for predicting the yield strength and, if necessary, Charpy V-notch properties. In order to quantify the influence of the thermal cycle on the essential mechanical properties of plate material FeE355 and evaluate a promising N.D.T method for predicting yield strength and toughness, five heats of plate material FeE355 received ten different normalizing heat treatments (combinations of three different austenitizing temperatures and 4 heating/cooling rates). The heat treatment conditions were chosen to obtain a wide range of ferrite grain sizes/yield strengths. Together with the as-delivered conditions 55 conditions of plate material FeE355 were examined. Theexamination included:- Ferrite grain size measurements directly on the outer surface of the material (after removal of the decarburized zone) by means of replicas.- Tensile tests at 20°C, in twofold for all 55 conditions.- Charpy V impact tests at three temperatures, each in threefold for all 55 conditions.- Ferrite grain size measurements on cross sections of one of the threaded ends of all 110 tensile specimens. | L51758 Non-Destructive Assurance of Quality of Heat-Treated Fittings | Sometimes heat treated components fail to pass the specified minimum mechanical requirements (yield strength, Charpy V-notch toughness). The influence of the complete heat cycle on the end results is not […] | publish | Uncategorized | open | open | l51758-non-destructive-assurance-of-quality-of-heat-treated-fittings | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51758-non-destructive-assurance-of-quality-of-heat-treated-fittings/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/07/1996 | 2843 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM |
Segregation in plate and linepipe can have an adverse effect on the mechanical properties, weldability and performance of plate and linepipe.
The present study was initiated as a result of field reports concerning incidents of severe chemical segregation in linepipe intended for use offshore. This research was initiated to develop a better understanding of the extent of segregation-related problems and to develop methodologies or tests which could be imposed by purchasers to eliminate future occurrences. The research was undertaken in three separate tasks as follows:
Task I Survey of pipeline industry experience, or incidents, involving segregation problems in continuously cast product. Task II Survey of available means for controlling and monitoring of segregation and identification of methods suitable for detailed evaluation. Task III Evaluation and technical assessment of promising segregation monitoring methods identified in Task II. Â |
L51759 Centerline Segregation in Plate and Strip for Linepipe Produced from Continuously Cast Slabs | Segregation in plate and linepipe can have an adverse effect on the mechanical properties, weldability and performance of plate and linepipe. The present study was initiated as a result of […] | publish | Uncategorized | open | open | l51759-centerline-segregation-in-plate-and-strip-for-linepipe-produced-from-continuously-cast-slabs | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51759-centerline-segregation-in-plate-and-strip-for-linepipe-produced-from-continuously-cast-slabs/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 06/09/1996 | 2844 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this project was to determine the roles and synergistic effects of pressure, pressure fluctuations, and hydrotesting on low-pH stress corrosion crack (SCC) growth. The project consisted oth three tasks: 1) to prepare test specimens and experimental apparatus and to establish a standard test protocol for conducting cyclic load tests and analyzing the test data; 2) to evaluate the effects of frequency, R ratio, and waveform on SCC growth in low pH environments; and 3) to evaluate the influence of hydrostatic pipeline testing on subsequent SCC growth in low-pH environments. | L51760 Low-pH SCC-Mechanical Effects on Crack Propagation | The objective of this project was to determine the roles and synergistic effects of pressure, pressure fluctuations, and hydrotesting on low-pH stress corrosion crack (SCC) growth. The project consisted oth […] | publish | Uncategorized | open | open | l51760-low-ph-scc-mechanical-effects-on-crack-propagation | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51760-low-ph-scc-mechanical-effects-on-crack-propagation/ | 0 | 0 | raw | default | 750 | Legacy | |||||||
| 10/03/1997 | 2845 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The results of this project developed plastic collapse solutions for girth-welded and welded sleeve assemblies with circumferential cracks. The first phase of this project involved nonlinear finite element analysis (FEA) of pipes with circumferential cracks of different size. Provisional plastic collapse solutions were developed based on a large number of analyses. The second phase of this project involved full-scale tests of two 16-in. (406-mm) X60 pipes with circumferential cracks at the fillet weld toe of full-encirclement sleeves. The pipes were loaded by internal pressure and lateral four-point bending until burst at the crack locations. The loads at failure were recorded and compared with the provisional solutions developed in Phase 1 of the project. Other commonly used plastic collapse solutions were examined in both Phases 1 and 2 to determine their relative degree of conservatism. | L51761 Plastic Collapse Solutions for Girth-Welded Pipes and Welded Sleeve Assemblies with Cracks | The results of this project developed plastic collapse solutions for girth-welded and welded sleeve assemblies with circumferential cracks. The first phase of this project involved nonlinear finite element analysis (FEA) […] | publish | Uncategorized | open | open | l51761-plastic-collapse-solutions-for-girth-welded-pipes-and-welded-sleeve-assemblies-with-cracks | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51761-plastic-collapse-solutions-for-girth-welded-pipes-and-welded-sleeve-assemblies-with-cracks/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 09/01/1997 | 2846 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Fatigue analysis of welded components and structures according to established codes is based upon either S-N design curves or fracture mechanics principles. Fatigue damage in nominally sound joints is commonly estimated using an appropriate S-N curve in conjunction with a linear cumulative damage rule (i.e., Miner"s rule). By comparison, fracture mechanics is used to assess the growth of an imperfection during a period of cyclic loading, or to assess whether an imperfection will remain dormant under the applied cyclic loading condition. Thus, the S-N approach is used mostly during initial design, while the fracture mechanics approach is used mostly to justify the continued operation of existing structures. As the aim of this investigation is the rationalization of certain features of API-1104, an initial design code, the S-N approach was used here. The work described in this report was aimed at determining the effect of root imperfections allowed by API 1104 on the fatigue properties of girth welds, and to recommend a S-N curve appropriate for girth welds in pipelines. S-N curves were developed for single-sided girth welds without a backing strip using pipe strip specimens containing various sizes of incomplete root penetration and lack-of-root sidewall fusion. | L51762 Investigation of Fatigue Properties of Girth Welds with Root Imperfections Allowed | Fatigue analysis of welded components and structures according to established codes is based upon either S-N design curves or fracture mechanics principles. Fatigue damage in nominally sound joints is commonly […] | publish | Uncategorized | open | open | l51762-investigation-of-fatigue-properties-of-girth-welds-with-root-imperfections-allowed | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51762-investigation-of-fatigue-properties-of-girth-welds-with-root-imperfections-allowed/ | 0 | 0 | raw | default | 749 | Legacy | |||||||
| 13/11/1996 | 2847 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this project was to establish the feasibility of repairing defects, especially corrosion-caused wall loss, by direct deposition of weld metal in pressurized pipelines without removing them from service. From experiments conducted to establish limiting parameters, it appears this type of repair technique is feasible for remaining wall thickness as small as 0.125 inches, with internal pressures as high as 900 psig. Heat input limits were established as a function of remaining wall thickness and electrode diameter. This work confirms previous findings by British Gas and others. It is concluded that repairs by deposited weld metal are feasible and should be considered for approval by the various regulations and design codes. Welding parameters that may be safely used are limited in terms of burn-through potential. Burn-through potential is dependent on welding current level as well as welding heat input. To investigate the integrity of repairs, cyclic pressure testing of the two vessels, fabricated from pipe in which areas of simulated corrosion damage ha been introduced and repaired, has been carried out. Metallographic analysis and fatigue life assessment of the repairs in both vessels were done to verify restoration of pipe integrity. | L51763 Repair of Pipelines by Direct Deposition of Weld Metal – Further Studies | The objective of this project was to establish the feasibility of repairing defects, especially corrosion-caused wall loss, by direct deposition of weld metal in pressurized pipelines without removing them from […] | publish | Uncategorized | open | open | l51763-repair-of-pipelines-by-direct-deposition-of-weld-metal-further-studies | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51763-repair-of-pipelines-by-direct-deposition-of-weld-metal-further-studies/ | 0 | 0 | raw | default | 1.495 | Legacy | |||||||
| 01/03/1997 | 2848 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | During year 1 of this project a test to evaluate the sensitivity of the heat affected zone (HAZ) to hydrogen cracking was developed. This was in response to a need for a test which provided unambiguous results in contrast to existing test methods which often led to difficulties in interpretation. For example, WIC tests usually cracked in the weld metal rather than the HAZ and therefore did not produce a clear indication of the sensistivity of the HAZ. The new test involves a machined notch which can be placed in the HAZ thus forcing crack initiation to occur in the desired region. A further advantage of the new test is that it is quantitative with each test specimen providing a measure of the sensitivity of the HAZ in that test. Existing tests are usually of the crack/no-crack type requiring a series of tests at different preheats to be carried out in order to establish a critical value. This is an expensive, time-consuming approach. The new test measures the deflection to first load drop (normally the onset of significant cracking) when the welded specimen is loaded in bending. It was also shown during the first year of the project that the simple geometry of the test lends itself to easy analysis enabling the stress/strain distribution to be calculated by finite element analysis. The quantitative measurement of susceptibility in the test enabled the cracking of more complex welds to be predicted on the basis of a local critical hydrogen model. The objective of the work was to extend the notched bend test to the evaluation of weld metal sensitivity to hydrogen cracking. The experiments were designed to determine whether the test could discriminate between two different weld metals and to study the effects of reducing hydrogen content. In addition, finite element analysis of the weld metal test was carried out and finite difference analysis used to predict the local hydrogen concentration. This work modifies the notched bend test, developed for evaluating the sensitivity of the heat affected zone (HAZ), to allow the evaluation of weld metal. The results showed that weld metal could readily be evaluated, with the test discriminating among weld metals of different composition and hydrogen contact. Finite element analysis was undertaken and showed that for the two weld metals tested, cracking occurred at the same local stress when the hydrogen content was the same, despite differences in strength. A finite model was used to calculate the distribution of hydrogen as a function of aging time. Although the general trends were confirmed by the experimental measurements of hydrogen content, there was considerable scatter attributed to the small hydrogen volumes measured. | L51764 Hydrogen Cracking in the Heat-Affected Zone of High-Strength Steels-Year 2 | During year 1 of this project a test to evaluate the sensitivity of the heat affected zone (HAZ) to hydrogen cracking was developed. This was in response to a need […] | publish | Uncategorized | open | open | l51764-hydrogen-cracking-in-the-heat-affected-zone-of-high-strength-steels-year-2 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51764-hydrogen-cracking-in-the-heat-affected-zone-of-high-strength-steels-year-2/ | 0 | 0 | raw | default | 749 | Legacy | |||||||
| 01/01/1997 | 2849 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report describes the results of a research project on reliability-based optimization of pipeline integrity maintenance activities. The objective was to develop models to quantify the effect of different maintenance activities on the structural reliability of pipelines, and to demonstrate how these models can be used in a relaibility-based framework to develop optimal integrity maintenance plans. The approaches developed can be used to prioritize pipeline segments for maintenance and to select the optimal combination of activites for high priority segments. The maintenance decisions considered include the mainteance method, the time interval between events, and the repair criteria for damage detected by inspection. This report also documents the development of a methodology to quantify the effect of maintenance activities on the structural reliability of pipeline systems. | L51765 Offshore and Onshore Design Application | This report describes the results of a research project on reliability-based optimization of pipeline integrity maintenance activities. The objective was to develop models to quantify the effect of different maintenance […] | publish | Uncategorized | open | open | l51765-offshore-and-onshore-design-application | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51765-offshore-and-onshore-design-application/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 12/05/1997 | 2850 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Considerable effort has been put forth to develop an automated method for balancing the power cylinders of reciprocating integral engines used in the natural gas industry. The benefits to power cylinder balance include reducted emissions and improved cylinder component mechanical integrity (which should lead to reductions in repair costs). The current approach to automate engine balancing uses pressure transducers to measure cylinder pressure, then integrate the signals into the engine fuel /timing management controller to achieve engine balance. Each power cylinder must be instrumented, which quickly leads to an expensive installation package. For large units (12 to 16 power cylinders), the likelihood of transducer failure and / or calibration changes will be problematic to reliable operation of this autobalancing system. A potential alternative to multiple transducers measuring power cylinder pressure is to use a single transducer to measure instantaneous shaft rotational velocity. Instantaneous shaft rotational velocity is driven by engine / compressor torque loads, and therefore is sensitive to changes in both power and compressor cylinder operation. This report summarizes the results of an investigation into the possible use of the flywheel rotational velocity as a surrogate for power cylinder pressure measurements in an autobalancing arrangement, or as a balanced/need-to-balance indicator for integral engines. A fundamental model of the rotational kinetics/dynamics was developed and used to predict the flywheel rotational acceleration. The model was validated and enhanced with data acquired as part of this study. The model was then extended to establish a sensitivity matrix, which established the change in predicted torque as a function of power cylinder imbalance. Using the sensitivity matrix, an algorithm was developed to predict the change in power cylinder peak pressures as a function of the change in the measured shaft rotational velocity. | L51766 Instantaneous Rotational Velocity Development | Considerable effort has been put forth to develop an automated method for balancing the power cylinders of reciprocating integral engines used in the natural gas industry. The benefits to power […] | publish | Uncategorized | open | open | l51766-instantaneous-rotational-velocity-development | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51766-instantaneous-rotational-velocity-development/ | 0 | 0 | raw | default | 149 | Compressor & Pump Station | |||||||
| 01/06/1997 | 2851 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective is to develop fully calibrated limit states design (LSD) procedures for pipelines. Limit states design, also known as load and resistance factor design (LRFD), provides a unified approach to dealing with all relevant failure modes and load combinations of concern. It explicitly accounts for the uncertainties that naturally occur in the determination of the loads which act on a pipeline and in the resistance of the pipe to failure. The load and resistance factors used are based on reliability considerations; however, the designer is not faced with carrying out probabilistic calculations. LSD suggests that if pipelines are designed directly for those scenarios which are known to be the major causes of pipeline failure, the result will be better design in terms of both safety and economy. This study shows that LSD is a rational and logical design process that can provide consistent levels of safety and give the designer a clear picture of the structural response of the pipe for all credible failure modes. | L51769 Limit States and Reliability-Based Pipeline Design | The objective is to develop fully calibrated limit states design (LSD) procedures for pipelines. Limit states design, also known as load and resistance factor design (LRFD), provides a unified approach […] | publish | Uncategorized | open | open | l51769-limit-states-and-reliability-based-pipeline-design | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51769-limit-states-and-reliability-based-pipeline-design/ | 0 | 0 | raw | default | 895 | Legacy | |||||||
| 20/05/1997 | 2852 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A comprehensive study of compressor maintenance data including capital and expense to identify the drivers for optimizing maintenance cost expenditures. Anonymous company comparisons which allow individual companies to compare their maintenance expenses to others in the industry, using various methods of normalization. Correlations by linear regression to characterize relationships between expense and various measures of size (deliveries, installed horsepower, horsepower hours, miles/KM of pipeline, capital value, number of units). This report provides information on the maintenance of compressors for gas transmission. It starts with a survey designed to characterize the pipeline industry's practice in managing maintenance and recording maintenance data; to gather hard data on maintenance expense and its drivers; and identifies opportunities to optimize maintenance expenditures. The report describes the survey and the goal of each question, then presents the results, which include data on consistency of FERC Form 2 filing practices, availability of hard data, distribution of expenses, budgeting and decision making practices. The assembled responses also include a list of practices which individual companies perceive as unique or especially beneficial; a list of perceived opportunities for controlling or optimizing maintenance and perceived needs for research, products, data, and tools to support future maintenance optimization. Results include regression coefficients and standard errors (which help characterize the relationship), and the inferred slope with its own standard error (which helps quantify the dependence of the expense on these various independent variables). These correlations have included available data for combined O&M and fuel use as expenses. This study conducted over numerous years has assembled a number of valuable databases, and the report describes these and the use which the project has made of them. The report also provides various analyses and presentation of maintenance information based on detailed analysis of these data bases. Analysis of company totals, maintenance for individual compressor stations, for individual units, or for different models within the systems of individual companies. A final analysis and supporting documentation is provided that applies data from FERC filings for combined O&M, fuel use and fuel or power cost by station. | L51770 Compressor Station Maintenance Cost Analysis | A comprehensive study of compressor maintenance data including capital and expense to identify the drivers for optimizing maintenance cost expenditures. Anonymous company comparisons which allow individual companies to compare their […] | publish | Uncategorized | open | open | l51770-compressor-station-maintenance-cost-analysis | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51770-compressor-station-maintenance-cost-analysis/ | 0 | 0 | raw | default | 995 | Compressor & Pump Station | |||||||
| 01/06/1997 | 2853 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The girth weld defect acceptance standards based on good workmanship reflect quality levels that can be reasonably expected from a qualified welder. Workmanship (WM) or weld quality standards specify a maximum allowable length whilst the percentage loss of cross-sectional area is used for porosities. This approach to defect acceptance philosophy has arisen from the use of radiography as the NDE technique for detecting and quantifyingweld discontinuities. The first WM standard for inspection and acceptance of finished girth welds was implemented by API in 1953. The specific requirements of the 1953-standard were largely based on the Unfired Pressure Vessel Code which was first adopted by ASME in 1931. Since then, a number of slightly revised standards were issued to reflect what should be attainable with normal good welding practices. The failure behaviour of defective girth welds in large diameter pipe lines was assessed using radiographic and mechanized ultrasonic inspection, small scale (tensile, hardness, Charpy and CTOD) and wide plate tests. The specimens were taken from girth welds in API 5LX70 pipe of 1219 mm (48 inches) in diameter by 8,0 mm (0,323 inch) and 13,3 mm (0,524 inch) wall. The test welds were made with the SMAW (8 welds) and GMAW (9 welds) welding processes. Upon completion of the non-destructive tests, 96 curved wide plate specimens were tested to destruction under tensile load. Testing was performed at low temperature (-50°C/-58°F). Defect type, defect position and size were determined from photographs of the fracture face and macro sections (defect characterization and sizing). In total, 290 typical surface breaking and embedded defects in SMAW or GMAW girth welds have been evaluated. | L51771 Alternative Acceptance Criteria of Girth Weld Defects | The girth weld defect acceptance standards based on good workmanship reflect quality levels that can be reasonably expected from a qualified welder. Workmanship (WM) or weld quality standards specify a […] | publish | Uncategorized | open | open | l51771-alternative-acceptance-criteria-of-girth-weld-defects | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51771-alternative-acceptance-criteria-of-girth-weld-defects/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/02/1995 | 2814 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Offshore pipelines and platforms or other submerged on-shore pipelines are subject to in-service damage which often requires in-situ (underwater) repair. In addition, modifications or additions to these underwater systems are sometimes desirable. These operations, particularly repair, are normally on a critical path to return the systems to full operation. Wet welding is a very attractive technique for such operations in that it is more cost effective, versatile, less time consuming than applications of dry hyperbaric or one-atmosphere welding systems. In fact, this technique has been used for numerous repair operations. These operations involved a wide range of materials and structures and have produced satisfactory results. There have been a number of problems identified with wet welds and because of these problems, operators of oil and gas pipelines and offshore platform owners/users have not been able to fully exploit the advantages of wet welding. In order to more clearly define the present state-of-the-art, a literature search and an industry survey has been conducted to gather pertinent information on wet welding. Of particular interest was the feasibility of performing pipeline repairs or modifications that might require open root techniques for one-sided pipe welds. Also of interest was the impact of increasing water depth on the defect level of the resultant weld, including porosity and the subsequent leak integrity of the joint. The relevant data was then organized into general categories of information on the specific topics of wet welding and analyzed to produce this report. | L51727 State-of-the-Art Review of Underwater Wet Welding | Offshore pipelines and platforms or other submerged on-shore pipelines are subject to in-service damage which often requires in-situ (underwater) repair. In addition, modifications or additions to these underwater systems are […] | publish | Uncategorized | open | open | l51727-state-of-the-art-review-of-underwater-wet-welding | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51727-state-of-the-art-review-of-underwater-wet-welding/ | 0 | 0 | raw | default | 149 | Legacy | |||||||
| 01/01/1995 | 2815 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Inspection of pipeline field girth welds during pipeline construction is accomplished by film radiographic: methods. Film radiography of materials is a 70 year old technology. There have been many advances in that 70 year history in equipment and films, but the process of making the radiograph is essentially the same. The film radiography process is time-consuming, costly, environmentally impacting and very operator (inspector) dependent. There are recent and almost daily advances in technologies using x-ray imaging other than film. Double-jointed pipe welds at pipe mills and at double-joint operations have been inspected with stationary real-time radioscopic systems for many years. This electronic imaging technology, known as "Å“radioscopy"Â, has the potential to significantly improve pipeline project schedules and cost by eliminating some of the shortcomings of film radiography. Radioscopy is currently accepted for use by many nationally accepted standards including API-SL, Specification for Line Pipe, and API-1104, Welding of Pipelines and Related Facilities. Most of the real-time systems in use today are fixed installations in pipe mills, foundries or fabrication shops. The ability to produce the required image sensitivity with real-time has been established by these fixed installations. These systems have proven to be very cost effective. In the course of conducting this study, QCC attended several conferences, including the International Society for Optical Engineering (SPIE) Conference in Boston, contacted several hundred potential vendors of radioscopic and radiographic equipment, witnessed demonstrations on existing radioscopic imaging systems and conducted several breadboard system demonstrations. The enclosed exhibit section contains a list of vendors that have products applicable to a radioscopic system. | L51728 Feasibility of a Pipeline Field Weld Real-Time Radiography (Radioscopy) Inspection System | Inspection of pipeline field girth welds during pipeline construction is accomplished by film radiographic: methods. Film radiography of materials is a 70 year old technology. There have been many advances […] | publish | Uncategorized | open | open | l51728-feasibility-of-a-pipeline-field-weld-real-time-radiography-radioscopy-inspection-system | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51728-feasibility-of-a-pipeline-field-weld-real-time-radiography-radioscopy-inspection-system/ | 0 | 0 | raw | default | 149 | Legacy | |||||||
| 01/04/1995 | 2816 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Scrubbers and separators are used in natural gas pipelines to remove solid and liquid materials from the gas stream. Failure to remove the entrained materials from the gas can result in equipment damage, increased pressure drop due to liquid accumulation, flow measurement errors, and corrosion. The performance of separators is rarely tested after a separator is installed because there is a lack of test instrumentation and it is difficult to conduct tests at the high pressures. The only indicators of poor separator performance are recurring problems in downstream equipment or the detection of accumulated materials in downstream piping. Instrumentation is needed that can verify separator performance when the unit is installed and to periodically monitor separator performance. The report documents results of instrument tests. The objectives of the instrument evaluations were to verify that the instruments could be used to measure particles penetrating a separator, to provide a comparative evaluation of the instruments, and to identify any measurement problems that could be encountered in field testing. One important result was that the separator minimum removable drop size increased as the operating pressure increased. This trend is not generally known, since there is a lack of test results for pressures above atmospheric pressure. The separator performance test results are documented in this report. Two different particle measuring instruments were evaluated for documenting separator performance. The two instruments were the video imaging system with automatic image analysis and the laser-based phase Doppler particle measuring system. The instruments were evaluated in laboratory tests that were conducted on a commercially available vane-type separator. The objectives of the instrument evaluations were to verify that the instruments could be used to measure particles penetrating a separator, to provide a comparative evaluation of the two instruments, and to identify any measurement problems that could be encountered in field testing. The video imaging system has a number of attractive attributes, but it was not able to measure the small diameter drops at the separator exit. The primary limitation was that the optical system could not clearly image the small drops (in the range from 5 to 30 um). The phase Doppler particle measuring system was capable of measuring all of the parameters needed to document the separator performance. Based on the instrument evaluations, future efforts on developing measurement methods for documenting separator performance should focus on adapting the phase Doppler system to field testing. | L51729 Gas Scrubber Performance Evaluation – Measurement Methods | Scrubbers and separators are used in natural gas pipelines to remove solid and liquid materials from the gas stream. Failure to remove the entrained materials from the gas can result […] | publish | Uncategorized | open | open | l51729-gas-scrubber-performance-evaluation-measurement-methods | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51729-gas-scrubber-performance-evaluation-measurement-methods/ | 0 | 0 | raw | default | 298 | Legacy | |||||||
| 01/07/1995 | 2817 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | There is always a safety concern when there is release of liquified natural gas or gas from an LNG facility. There are certain parameters of an LNG leak which require the incident to be reported to the U.S. Department of Transportation (DOT)/Office of Pipeline Safety (OPS). The objective of this study was to analyze the reportable incident data on gas transmission and gathering lines onshore and offshore to:(1) assess the safety record of the gas-transmission industry and (2) identify areas where corrective actions are appropriate. The particular focus was on areas or items that continue to cause service incidents so that the industry can focus its research in these areas. The 30-day incident report data presented herein were obtained from the U.S. Department of Transportation (DOT)/Office of Pipeline Safety (OPS). These data are for the time period from June 1984 through 1992. As of February 9, 1970, all gas-transmission companies were required to notify the OPS of a reportable incident. Each company experiencing a reportable incident is required to submit a report on Form RSPA F7100.2* within 30 days | L51731 Analysis of DOT Reportable Incidents on Gas Transmission and Gathering June 1984 through 1992 | There is always a safety concern when there is release of liquified natural gas or gas from an LNG facility. There are certain parameters of an LNG leak which require […] | publish | Uncategorized | open | open | l51731-analysis-of-dot-reportable-incidents-on-gas-transmission-and-gathering-june-1984-through-1992 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51731-analysis-of-dot-reportable-incidents-on-gas-transmission-and-gathering-june-1984-through-1992/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 02/12/1994 | 2818 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Weld flaw acceptance criteria in the main body of the API 1104 pipeline code-Welding of Pipelines and Related Facilities is based on 'good workmanship' criteria. In allowing relaxed flaw acceptance criteria, the achievement of a critical CTOD value ensures that the flaws will remain stable during installation and service. This document presents alternative flaw acceptance criteria for pipeline girth welds which are based on the philosophy of fitness-for-purpose. The alternative flaw acceptance criteria can be applied in situations where specified minimum fracture toughness values are achieved in crack tip opening displacement (CTOD) tests performed on specimens notched into both the weld metal and heat-affected zone (HAZ). The alternative flaw acceptance criteria presented in Appendix A of API 1104 are restricted specifically to pipeline girth welds. In comparison, the flaw acceptance criteria in API RP1107-Recommended Pipeline Maintenance Welding Practices-which deals with pipeline sleeve welds are based entirely on 'good workmanship' standards. | L51732 Fitness for Purpose Assessment Procedures for Sleeve Welds in Pipelines-Summary Report | Weld flaw acceptance criteria in the main body of the API 1104 pipeline code-Welding of Pipelines and Related Facilities is based on ‘good workmanship’ criteria. In allowing relaxed flaw acceptance […] | publish | Uncategorized | open | open | l51732-fitness-for-purpose-assessment-procedures-for-sleeve-welds-in-pipelines-summary-report | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51732-fitness-for-purpose-assessment-procedures-for-sleeve-welds-in-pipelines-summary-report/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 09/10/2009 | 2819 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A regulatory requirement exists for pipeline companies to maintain noise control policies and procedures for compressors and compressor stations. The Pipeline Industry requires guideline to help individual companies to prepare such policies and procedures. This report contains a series of standardized Guidelines that could be used by gas transmission companies to develop their own specifications for noise control, applicable for new compressor package design as well as existing compressor station retrofit. The context of the work is to identify each party's responsibilities towards achieving the intended results, which should inherently lead to more successful noise control projects. The specification strategy is to maintain traditional vendor/sub-vendor roles between compressor packagers and component manufacturers. The content of the Guidelines request guaranteed acoustical performance for compressor packages, supported by field performance testing for certification of compliance to guarantees. This can be achieved during the specification process by having the purchaser establish specific design criteria, and be pre-establishing field performance testing methods. | L51733 Noise Control Guidelines For Compressor Stations | A regulatory requirement exists for pipeline companies to maintain noise control policies and procedures for compressors and compressor stations. The Pipeline Industry requires guideline to help individual companies to prepare […] | publish | Uncategorized | open | open | l51733-noise-control-guidelines-for-compressor-stations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51733-noise-control-guidelines-for-compressor-stations/ | 0 | 0 | raw | default | 295 | Compressor & Pump Station | |||||||
| 01/02/1996 | 2820 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Evaluates the performance of the existing system(s) / method(s) and the improvements contemplated. It was decided to build the project around a number and variety of representative test welds. These were inspected with Rotoscan 1990, also using improvements and radiography, and then destructively tested for correlation with the NDE results. | L51734 Evaluation of Ultrasonic Inspection Techniques for the Root Region of Girth Welds | Evaluates the performance of the existing system(s) / method(s) and the improvements contemplated. It was decided to build the project around a number and variety of representative test welds. These […] | publish | Uncategorized | open | open | l51734-evaluation-of-ultrasonic-inspection-techniques-for-the-root-region-of-girth-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51734-evaluation-of-ultrasonic-inspection-techniques-for-the-root-region-of-girth-welds/ | 0 | 0 | raw | default | 500 | Legacy | |||||||
| 01/06/1995 | 2821 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Cathodic protection requirements for buried structures have traditionally been predicted by use of anode resistance equations which take into account the influence of anode geometry on the current distribution at the anode and the influence of soil resistivity on the driving force required to pass current to the structure to be protected. The conventional anode resistance formulas used for CP design were developed for bare pipes protected by remote anodes. Under these conditions, the current density at the anode is so much larger than that on the pipe that the current and potential distribution around the pipe can be ignored in resistance calculations. The current and potential distribution on the pipeline must, however, be considered for coated pipes with coating holidays or when anodes are placed in close proximity to the pipe. The objectives of this work were: 1. to develop and apply new experimental techniques for identifying the time-dependent polarization behavior of pipeline grade steel as a function of the ionic composition of typical soil leachate and to develop and apply methods to interpret the results in terms of fundamental physical processes; 2. to measure the time-dependent polarization of FBE-coated coupons with and without machined coating holidays that expose bare steel; and 3. to establish an approach for predicting the polarization behavior of coated coupons with coating holidays that expose bare steel. by comparing the predictions for the polarization of coupons with holidays with experimental values. | L51735 Time-Dependent Polarization Behavior as a Function of Soil Type | Cathodic protection requirements for buried structures have traditionally been predicted by use of anode resistance equations which take into account the influence of anode geometry on the current distribution at […] | publish | Uncategorized | open | open | l51735-time-dependent-polarization-behavior-as-a-function-of-soil-type | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51735-time-dependent-polarization-behavior-as-a-function-of-soil-type/ | 0 | 0 | raw | default | 450 | Legacy | |||||||
| 10/06/1995 | 2822 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this research was to study the effects of cathodic protection at coating holidays and associated areas of disbondment through simultaneous determination of the electro-chemical reactions and chemical changes taking place in the environment adjacent to the steel substrate. Primary parameters of interest were applied potential, solution conductivity, pH oxygen in solution. The experimental plan was comprised of six interrelated studies involving both laboratory simulations and modeling. It was found that an effective CP system provides sufficient current flow at the exposed steel surface to modify the ground water in the immediate environment by lowering soluble oxygen levels and increasing its alkalinity. Further, corrosion protection is achieved in the shielded areas under the disbonded coating where current flow is minimal, through this chemical modification of the aqueous environment, and it is not necessary that current flow into all of the disbonded region. Three conditions of import to pipeline corrosion protection were also simulated in this investigation. Chemical environment and electric potential distribution within disbond regions were measured for the affects of interruption and reapplication of current; the occurrence of wet/dry cycles at the holiday and the presence of prior corrosion products. | L51736 Chemical and Electrochemical Conditions on Steel at Disbonded Coatings | The objective of this research was to study the effects of cathodic protection at coating holidays and associated areas of disbondment through simultaneous determination of the electro-chemical reactions and chemical […] | publish | Uncategorized | open | open | l51736-chemical-and-electrochemical-conditions-on-steel-at-disbonded-coatings | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51736-chemical-and-electrochemical-conditions-on-steel-at-disbonded-coatings/ | 0 | 0 | raw | default | 1.195 | Legacy | |||||||
| 06/11/1995 | 2823 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | One major difficulty in developing fitness-for-purpose based flaw acceptance criteria for pipeline branch connections is the calculation of the stress distributions in the vicinity of the welds. Even with the latest computer-aided modelling technologies, finite element modeling of branch connections using three-dimensional (3-D) solid elements is the only way to accurately determine the stress distributions local to the weld toes of branch connections. This report describes work to access the applicability of linear elastic fracture mechanics (LEFM) principles to a saddle-pad reinforced branch connection modelled using 3-D elements, The effort concentrated on determining the amount and location of plastic zones resulting from different combinations of service loadings. Loadings considered include pressurization to 72% of the specified minimum yield strength with the addition of main pipe end tension or compression. The effect of contact and different material models were also quantified. | L51737 Development of Modeling Procedures for Branch Welds | One major difficulty in developing fitness-for-purpose based flaw acceptance criteria for pipeline branch connections is the calculation of the stress distributions in the vicinity of the welds. Even with the […] | publish | Uncategorized | open | open | l51737-development-of-modeling-procedures-for-branch-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51737-development-of-modeling-procedures-for-branch-welds/ | 0 | 0 | raw | default | 249 | Legacy | |||||||
| 08/02/1996 | 2824 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The present trend towards higher strength line-pipe steels makes weld metal yield strength a consideration as the girth weld deposit can be the weakest region of the weld. Weld metal yield strength is also a key element in girth weld defect engineering critical assessments. The development of a reliable test procedure for determining the actual transverse weld metal yield strength in both under-matching and overmatching welds is therefore needed. The objective of the present investigation was to develop a testing procedure which could be used to measure the weld metal yield strength in the transverse direction and which would have technical advantages over any commonly used test for measuring weld metal yield strength. The objective has been achieved by conducting an extensive series of tensile and hardness tests on base/pipe metal (initial studies) and on SMAW girth welds. The plate metal specimens for the initial studies have been taken from a 12,5 mm (0,5 inch) thick Grade X70 plate. The pipe metal, all-weld metal and side notched transverse weld tensile test specimens have been taken from three girth welds in a 40 inch diameter Grade X70 pipe with a 14,7 mm (0,579 inch) wall thickness. | L51738 Weld Metal Yield Strength Testing of Girth Welds | The present trend towards higher strength line-pipe steels makes weld metal yield strength a consideration as the girth weld deposit can be the weakest region of the weld. Weld metal […] | publish | Uncategorized | open | open | l51738-weld-metal-yield-strength-testing-of-girth-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51738-weld-metal-yield-strength-testing-of-girth-welds/ | 0 | 0 | raw | default | 749 | Legacy | |||||||
| 12/02/1996 | 2825 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this research project, which is a logical extension of the work performed under Contract PR 202-010, was to generate additional experimental data to quantify the effect of plate thickness on the relationship between Y/T ratio and tolerable defect dimensions. To that end, an experimental program was undertaken on thin walled X70 and X80 linepipe steels in plate form. | L51739 Effect of Defect Size and YS-TS Ratio on X70 and X80 Pipe Plastic Deformation Capacity | The objective of this research project, which is a logical extension of the work performed under Contract PR 202-010, was to generate additional experimental data to quantify the effect of […] | publish | Uncategorized | open | open | l51739-effect-of-defect-size-and-ys-ts-ratio-on-x70-and-x80-pipe-plastic-deformation-capacity | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51739-effect-of-defect-size-and-ys-ts-ratio-on-x70-and-x80-pipe-plastic-deformation-capacity/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/05/1996 | 2826 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | During recent pipeline construction seasons, there have been reported difficulties in cold field bending different joints of line pipe produced by the same manufacturer during a particular production run. These difficulties were typically manifested as an inability to achieve bends of one to one-and-a-half degrees per diameter in the pipe without forming ripples. Some of these problems could be traced to poor bending practices, i.e., inappropriate bending machine set-up and operator inexperience. However, it was observed that even with proper machine set-up and experienced operators, some "bad pipe" exists that could not be bent as far as desired without introducing ripples. The objective of this program was to develop an acceptance criterion for an allowable ripple in a gas-transmission pipeline as a result of a cold field bend. Previous acceptance or rejection criteria for ripples in cold field bent pipe were quite subjective. The purpose of this study was to define quantitative limits for acceptable ripple heights that will not compromise the integrity of the pipe during its expected life. In a program discussed at the 9th PRCI/EPRG meeting, the work performed during a joint Australian Pipeline Industry Association/Line Pipe Research Supervisory Committee effort on the mechanics of cold field bending was presented. Based on theoretical and experimental studies, it was found that modern, high-strength, high D/t pipe forms ripples at very low bend angles during cold field bending. Although there was some circumstantial evidence that some amount of rippling can be tolerated in a pipe, there had been no systematic effort to quantify the influence that the ripples have on the long-term integrity of pipe. | L51740 Evaluation of the Structural Integrity of Cold Field-Bent Pipe | During recent pipeline construction seasons, there have been reported difficulties in cold field bending different joints of line pipe produced by the same manufacturer during a particular production run. These […] | publish | Uncategorized | open | open | l51740-evaluation-of-the-structural-integrity-of-cold-field-bent-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51740-evaluation-of-the-structural-integrity-of-cold-field-bent-pipe/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 19/09/1997 | 2827 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The ability to fatigue-rate dents in line pipe is important for three reasons. First, field failures give evidence that fatigue crack growth occurs in dents under certain circumstances in spite of the fact that plain dents are generally thought to have little effect on the integrity of natural gas pipelines based on the results of single-cycle burst tests. Second, many operators are discovering large numbers of dents on the bottom quadrants of their pipe associated with rocks and backfill loads. Guidance is needed for discerning dents for which excavation and inspection is economically wasteful and counterproductive to pipeline safety from those dents for which further action would be beneficial. Third, fatigue life may be a more rational basis for rating the severity of a dent than present criteria which rely solely on dent depth with a maximum depth of 6 percent of the pipe diameter as a generally accepted limit. In some cases deeper dents might be permitted to remain in service, while in other cases, shallower dents should be repaired. The goal of this project was to develop guidelines for pipeline operators to assess the severity of dents on the basis of their fatigue life in-service. The assessment uses pipeline operating pressures and simple geometric measurements of the dent. | L51741 Development of a Model for Fatigue Rating Shallow Unrestrained Dents | The ability to fatigue-rate dents in line pipe is important for three reasons. First, field failures give evidence that fatigue crack growth occurs in dents under certain circumstances in spite […] | publish | Uncategorized | open | open | l51741-development-of-a-model-for-fatigue-rating-shallow-unrestrained-dents | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51741-development-of-a-model-for-fatigue-rating-shallow-unrestrained-dents/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 31/05/1996 | 2828 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Prior research conducted for PRCI and others led to the development of criteria for estimating the burst strength of corroded pipe, and corollary criteria for establishing allowable defect sizes. These criteria have become widely used in the pipeline industry. That research revealed that the severity of metal-loss corrosion in the context of pressure integrity is directly affected by the length of the corroded area (as measured parallel to the pipe longitudinal axis) and the depth of the corrosion. Moreover, the length and depth affect burst strength independently, meaning a long shallow defect may be more severe than a shorter but deeper defect representing the same area of metal loss in the cross section. Another significant finding was that if fracture initiation is ductile, the failure stress is insensitive to actual (dynamic) toughness as measured by Charpy impact energy, although the toughness level does influence propagation of the fracture. This research had as its objective the development of guidelines for assessing the serviceability of circumferentially oriented corrosion defects found within the girth weld zone. The results of this program were: (1) a database (314 experiments) on the failure stress of circumferential defects in pipe; (2) analysis of 24 methodologies for calculating the failure stress of circumferential defects, and (3) a recommended procedure for addressing circumferentially oriented metal loss corrosion in the girth weld zone. The recommended procedure relates the linear parameters of the corroded area, material strength properties, the possible presence of other flaws in the girth weld and the operating stresses to a pass/fail criterion. | L51742 Serviceability of Corroded Girth Welds | Prior research conducted for PRCI and others led to the development of criteria for estimating the burst strength of corroded pipe, and corollary criteria for establishing allowable defect sizes. These […] | publish | Uncategorized | open | open | l51742-serviceability-of-corroded-girth-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51742-serviceability-of-corroded-girth-welds/ | 0 | 0 | raw | default | 749 | Legacy | |||||||
| 13/07/1995 | 2829 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | While much has been learned about low pH stress corrosion cracking in the decade since it was recognized, a review of the published papers and reports since the last overview of the subject in 1992 indicates that there is still much to be understood about this matter. Most of the laboratory studies have involved dilute solutions based upon those found in the vicinity of cracks in operating lines, but the possible role of bacteria, for which there is supporting field evidence, has not received systematic study. The trans-granular service cracking has been reproduced in the laboratory, most readily when relatively high stresses and/or strains are applied to specimens, but there is still difficulty in reproducing cracking in the laboratory with stressing conditions similar to those on an operating pipeline. If meaningful modeling of low pH cracking is to be achieved, there is need for more data on crack initiation and the early stages of growth with stressing conditions no overly excessive by comparison with service conditions. There is also a need, related to modeling, of an understanding of the mechanistic aspects of cracking, since while it is known, not least from visible evidence of corrosion on the sides of cracks, that dissolution occurs within the crack enclave, there is indirect evidence that the ingress of hydrogen into the steel may be involved also in the overall crack growth process. If hydrogen is involved then existing models based upon high pH cracking, and involving a quantifiable dissolution mechanism, will not be directly applicable to the low pH problem. | L51743 Stress Corrosion Cracking of Pipelines in Contact with Near-Neutral pH Solutions | While much has been learned about low pH stress corrosion cracking in the decade since it was recognized, a review of the published papers and reports since the last overview […] | publish | Uncategorized | open | open | l51743-stress-corrosion-cracking-of-pipelines-in-contact-with-near-neutral-ph-solutions | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51743-stress-corrosion-cracking-of-pipelines-in-contact-with-near-neutral-ph-solutions/ | 0 | 0 | raw | default | 750 | Legacy | |||||||
| 01/09/1996 | 2830 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Fittings (elbows, tees, caps, and reducers) are the most common components used in pipelines that are typically furnished in a heat-treated condition, such as normalized, normalized and tempered, or quenched and tempered. Recent industry experience has shown that heat-treated pipeline components, particularly high yield strength fittings, have been produced using different manufacturing processes, various starting materials, and several methods of testing the finished products. In addition, serious The objective of this study was to establish guidelines that could be used to predict the properties of heat-treated fittings. Such guidelines then could be used to aid in the selection of steel compositions that would result in the required minimum strength properties of heat-treated fittings produced in accordance with the requirements of MSS SP-75, "Specification for High Test Wrought Butt Welding Fittings." A second use of those guidelines would be to estimate the properties of a fitting based upon hardness measurements and the composition of the steel.A review of the steels that have been used to produce heat-treated fittings, revealed that, because those steels possessed insufficient hardenability, their properties could not be calculated based upon established metallurgical relationships developed for through hardening steels. Consequently, attempts were made to establish empirical correlations between the strengths of heat-treated fittings and their chemical compositions based upon test reports obtained from actual fittings. Information from 54 test reports were reviewed in support of these attempts. The approach taken to satisfy this objective involved two tasks. Task 1 was to determine the pressure capacity requirements for fittings as a function of the pressure capability of the matching pipe. Task 2 consisted of defining the chemical composition requirements, heat treatment procedures, and mechanical properties required to achieve the pressure capacity of the heat-treated fittings. | L51744 Quality Assurance of MSS SP-75 Fittings | Fittings (elbows, tees, caps, and reducers) are the most common components used in pipelines that are typically furnished in a heat-treated condition, such as normalized, normalized and tempered, or quenched […] | publish | Uncategorized | open | open | l51744-quality-assurance-of-mss-sp-75-fittings | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51744-quality-assurance-of-mss-sp-75-fittings/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/01/1996 | 2831 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This project was done to reassess the industry's perceptions of NDT needs and to recommend areas of research pertinent to those needs. The project included two survey questionnaires-one sent to 41 pipeline operating companies, yielding 31 responses, and the other sent to 10 inspection vendors with 9 responses. The surveys covered pipeline integrity issues, NDT technologies, and the perceptions of both operators and vendors regarding the need for new or improved inspection capabilities. The survey responses showed the four most important pipeline integrity issues to be (in order of priority):CorrosionCoating failureMechanical damage (third-party damage)Stress-corrosion crackingWhile acknowledging that some improvements could be made, the industry expressed general satisfaction with current in-line inspection (ILI) systems except for the crack pig, which they said needs significant improvement and which they feel is too expensive for use except in critical applications. They had similar opinions of the cost of the mapping pig, though to a lesser degree than for the crack pig. A question regarding conventional versus high-resolution corrosion inspection drew the response that although high-resolution tools are recognized for superior performance, there will always be a need for both classes of tools. | L51747 Assessment of NDT Needs for Pipeline Integrity Assurance II | This project was done to reassess the industry’s perceptions of NDT needs and to recommend areas of research pertinent to those needs. The project included two survey questionnaires-one sent to […] | publish | Uncategorized | open | open | l51747-assessment-of-ndt-needs-for-pipeline-integrity-assurance-ii | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51747-assessment-of-ndt-needs-for-pipeline-integrity-assurance-ii/ | 0 | 0 | raw | default | 149 | Legacy | |||||||
| 01/03/1996 | 2832 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM |
In the past few years an ongoing problem has existed with stress corrosion cracking (SCC) in pipelines around the world. Several member companies of the Pipeline Research Council International, Inc. have experienced multiple incidents as a result of ERW defects and SCC. TCPL is running a series of hydrostatic tests and trial digs to identify the most severely affected areas. These excavations and failure studies have ascertained that most of the SCC causing failure has been on the outside diameter of long seam welded pipe at the edge of the weld. Defects at that location are known as "Toe-Cracks"
Ginzel has developed an ultrasonic inspection technique that will detect both SCC colonies and toe cracks in long seam pipe. The main design objective for this research project was the selection and placement of ultrasonic transducers to combine weld, plate thickness and lamination inspection, along with SCC detection and sizing. Examination of sample pipe sections to demonstrate its success is reported.
The primary stages for this research project are:
 Assemble test equipment Establish test procedure System trials and data collection Evaluation of system performance and collected data Correlation of test data - Results |
L51748 Detection of Stress Corrosion Induced Toe Cracks-Advancement of the Developed Technique | In the past few years an ongoing problem has existed with stress corrosion cracking (SCC) in pipelines around the world. Several member companies of the Pipeline Research Council International, Inc. […] | publish | Uncategorized | open | open | l51748-detection-of-stress-corrosion-induced-toe-cracks-advancement-of-the-developed-technique | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51748-detection-of-stress-corrosion-induced-toe-cracks-advancement-of-the-developed-technique/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 20/12/1996 | 2833 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The original criterion for assessing the remaining strength of corroded pipe was an outgrowth of extensive work on the effects of longitudinal cracks in pressurized pipes. This work was carried out in the 1960s under sponsorship of PRCI, and it led to the development of the NG-18 surface flaw equation. Subsequently, an effort was begun under the sponsorship of Texas Eastern Transmission Corporation which continued under PRCI sponsorship which involved adapting the surface flaw equation to predicting the remaining strength of corroded pipe. The result of this work was the ASME B31G methodology for evaluating corrosion-caused metal loss in pipelines. Presents analysis of new information on the behavior of corroded pipe, that is 129 new tests involving corroded pipe or samples containing corrosion-simulation defects, to address the validity of RSTRENG. Eighty-two of the new results, when combined with the original 86 results in the database, yield ratios of predicted-to-actual failure pressures that enhance the credibility of RSTRENG. | L51749 Continued Validation of RSTRENG | The original criterion for assessing the remaining strength of corroded pipe was an outgrowth of extensive work on the effects of longitudinal cracks in pressurized pipes. This work was carried […] | publish | Uncategorized | open | open | l51749-continued-validation-of-rstreng | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51749-continued-validation-of-rstreng/ | 0 | 0 | raw | default | 445 | Legacy | |||||||
| 01/01/1994 | 2794 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report presents guidelines based on the study of current practices in the design and manufacture of high-pressure pipe fittings (size tees, reducing tees, elbows, and caps) from 4 to 12 inches. Based on fitting measurements, finite-element models for linear analysis were developed and the results were compared to existing standards. The models were verified with two experimental burst tests. Tensile strength proved to be the most significant factor for burst pressure and fatigue. For fittings of unknown origin, the tensile strength can be estimated with non-destructive material hardness tests. Yield strength showed no effect on burst pressure or fatigue due to cyclical pressure loading. | L51704 Design Guideline for High-Strength Pipe Fittings | This report presents guidelines based on the study of current practices in the design and manufacture of high-pressure pipe fittings (size tees, reducing tees, elbows, and caps) from 4 to […] | publish | Uncategorized | open | open | l51704-design-guideline-for-high-strength-pipe-fittings | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51704-design-guideline-for-high-strength-pipe-fittings/ | 0 | 0 | raw | default | 849 | Legacy | |||||||
| 01/06/1994 | 2795 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Research has been conducted to study the effects of dents, gouges, and weld seams on pipelines under cyclic internal pressure loading. The work associated with this project has involved both experimental and finite element analysis on pipes with D/t ratios from 19 to 94 experimentally and 18 to 100 theoretically. In support of this research, operators were surveyed regarding the expected dent shapes and failures that had occurred as a result of pipeline dents. The experimental portion of the work involved pipes (one 24" and several 12" NPS pipes) with controlled dents which were combined with welds and gouges. All specimens were subjected to cyclic internal pressures to study behavior in terms of fatigue. Elastic and plastic finite element analyses were conducted to determine stress concentration factors due to dents so that a fatigue analysis could be performed. Both the experimental and theoretical research indicated that plain smooth dents with depths less than 5% of the diameter should not be a problem (regardless of the D/t ratio) unless the cyclic pressure service is very severe. Experimental results demonstrated that gouge depth has a significant impact on fatigue life. Unground gouges whose depth is more than 10% of the wall cannot be counted on to have any fatigue life. The process of grinding out the gouges was found to be an excellent method of repair, even when considering gouge depths as large as 15% of the pipe wall thickness. The position of the dents relative to the longitudinal welds was not found to be a determining factor when considering reduction in fatigue life; however, dents which were placed on girth welds had considerably shorter lives than dents which were off of these welds. Classification of the gouge depths in terms of wall thickness (d/t) was found to be the most effective means for categorizing these types of defects. An analytical procedure was developed for predicting fatigue life of a pipe with plain dents subjected to cyclic pressure loading. These results were compared to experimentally obtained values. | L51705 Cyclic Pressure Fatigue Life of Pipelines with Plain Dents Dents with Gouges and Dents with Welds | Research has been conducted to study the effects of dents, gouges, and weld seams on pipelines under cyclic internal pressure loading. The work associated with this project has involved both […] | publish | Uncategorized | open | open | l51705-cyclic-pressure-fatigue-life-of-pipelines-with-plain-dents-dents-with-gouges-and-dents-with-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51705-cyclic-pressure-fatigue-life-of-pipelines-with-plain-dents-dents-with-gouges-and-dents-with-welds/ | 0 | 0 | raw | default | 849 | Legacy | |||||||
| 31/12/1993 | 2796 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The welding of high strength steels in general, and for pipeline fabrication in particular, has shown that cracking due to hydrogen absorption during welding is more complex in these steels than in older, lower strength steels. In older steels, primary strengthening was accomplished with carbon, which caused hydrogen cracking in the base metal HAZ under reasonably predictable conditions involving microstructure, residual stress and hydrogen level. Pipeline steels were and are in the vanguard of change in strengthening philosophy. The change involves two areas of steel making, chemical composition and deformation processing. Pipeline steels now contain low carbon levels, in many cases <0.10%, and the resulting lack of strength is reclaimed by adding higher alloy levels to promote solution hardening (e.g. Mn), precipitation hardening (e.g. Cb, Cu) or transformation hardening (e.g. MO). In addition, alloy elements are added to improve toughness at high strength levels (e.g. Ni). At the same time, improvements have been made in reducing impurity and residual element levels, notably for S, P and O and N. Limitations on the effects of alloying additions on strength and toughness encouraged the use of deformation processing, primarily during rolling, to promote fine-grained microstructures to increase strength andtoughness simultaneously. Electrodes for the SMAW process have been developed for welding high-strength pipeline steels by using core wires made from high-strength microalloyed skelp extruded with cellulosic (Exx10) and low hydrogen (Exx16) flux coatings. The required alloy elements for high-strength deposits were therefore obtained from the core wire and not ferroalloy powders added to the flux, as is standard industrial practice. The idea behind this change was two fold: to avoid the possibility of introducing impurities from the varying sources of ferro alloy powders, including oxygen from the oxidized powder surfaces, and also to provide a closer match of the microalloy level to modern pipeline steel chemistries. The unknowns in this work were the effects of lower impurities/similar alloy content on the mechanical properties in the cast microstructure of a weld, compared to a pipe, and of the effect on electrode welding behaviour of a flux containing no ferro powders other than FeSi. | L51706 Higher-Strength SMAW Filler Metals | The welding of high strength steels in general, and for pipeline fabrication in particular, has shown that cracking due to hydrogen absorption during welding is more complex in these steels […] | publish | Uncategorized | open | open | l51706-higher-strength-smaw-filler-metals | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51706-higher-strength-smaw-filler-metals/ | 0 | 0 | raw | default | 249 | Legacy | |||||||
| 01/11/1993 | 2797 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A previous study on hydrogen cracking in the heat affected zone of pipeline girth welds and repairs found that large strains in the HAZ transverse to the weld played a major role in causing cracking. Large transverse strains were believed to arise from bending of the weld due to the thermal contraction of the weld around the pipe circumference. Large root strains were simulated in the laboratory using a bend test which enabled the effect of material composition and strength to be studied. In the bend test, the specimen deflection at the onset of cracking, indicated by a drop in load, was used as a measure of susceptibility to cracking. The study showed that increasing the base metal strength for the same HAZ (achieved experimentally by heat treating the same base metal) resulted in a decrease in the critical deflection. This suggested that considerable strain concentration was occuring in the HAZ which increased as the base metal strength increased. Although the study succeeded in quantifying the effects of base metal composition and strength on the sensitivity to cracking, the program did not attempt to address the factors that influence the degree of strain applied to the weld. Specifically, the study only considered a single weld metal strength, and only one pipe wall thickness was addressed. Thus it was not clear whether the move to higher strength pipes welded with higher strength electrodes or a change in the dimensions of the pipe might increase the exposure to cracking risks. Furthermore, if bend tests are used to screen materials, the question is raised as to whether the acceptance level of critical deflection should be changed for higher strength materials. Heat affected zone cracking was observed in both complete circumferential welds (tie-in welds) and in part-circumferential welds (repairs). Various procedural details, such as heat input and length of repair, could influence the root strain and might warrant specific controls to minimize risk of cracking. This study assessed the effects of weld metal strength, pipe thickness, pipe diameter, heat input, and weld (repair) length on root strains in girth welds. A literature review was conducted and simple analysis methods were applied to identify areas with a high risk for cracking. The results show that high tensile stresses in the axial direction on the inside surface of the pipe result from the radial contraction of the weld and consequent bending of the pipe. Welding procedures with high heat inputs and few weld passes tend to have the greatest effect on stress. Multipass welds decrease the tensile stress, which becomes compressive after a certain thickness. Base metal and weld metal strength were shown to significantly impact strain in the heat-affect zone. | L51707 Factors Affecting Heat Affected Zone Root Strains in Pipeline Girth Welds and Repairs | A previous study on hydrogen cracking in the heat affected zone of pipeline girth welds and repairs found that large strains in the HAZ transverse to the weld played a […] | publish | Uncategorized | open | open | l51707-factors-affecting-heat-affected-zone-root-strains-in-pipeline-girth-welds-and-repairs | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51707-factors-affecting-heat-affected-zone-root-strains-in-pipeline-girth-welds-and-repairs/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 05/04/1994 | 2798 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Full-encirclement sleeves are used frequently to repair sections of damaged pipe; in particular, sections of pipe which have suffered corrosion damage. Several forms of fuller & clement sleeve exist to meet the needs of particular situations. In some cases, it is desirable to fillet weld the ends of the sleeve to the carrier pipe to create a repair which can retain full line pressure should the carrier pipe wall be breached. The circumferential weld also prevents moisture from entering the annular crevice between the sleeve and the carrier pipe which could produce further corrosion. In other cases, the sleeves are nonwelded and provide only mechanical reinforcement. These classes of sleeves are referred to as girth-welded and structural sleeves, respectively. The work described herein is aimed at determining how the critical buckling curvature of full-contact sleeves is affected by pipe diameter to wall thickness ratio (D/t), sleeve length, sleeve type (girth-welded or structural sleeve), pipe strength grade, temperature differential and internal pressure. The results of detailed elastic plastic finite element analyses were used to develop provisional guidelines concerning the deformation capacity (critical buckling curvature) of unsleeved and sleeved pipes having either girth-welded or structural sleeves. | L51708 Plastic Deformation Capacity of Girth-Welded and Structural Sleeve Connections | Full-encirclement sleeves are used frequently to repair sections of damaged pipe; in particular, sections of pipe which have suffered corrosion damage. Several forms of fuller & clement sleeve exist to […] | publish | Uncategorized | open | open | l51708-plastic-deformation-capacity-of-girth-welded-and-structural-sleeve-connections | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51708-plastic-deformation-capacity-of-girth-welded-and-structural-sleeve-connections/ | 0 | 0 | raw | default | 1.095 | Legacy | |||||||
| 01/08/1994 | 2799 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The pipeline industry uses over 8,000 large bore engines in gas transmission/compression service". These engines are typically gas fueled and spark ignited. Some early versions of the engines are piston scavenged, but most are turbocharged. Some models, especially those equipped for lean burn operation, utilize pre-combustion chambers for enhanced ignition. Typically, the gaseous fuel is admitted directly into the top of the engine combustion chamber by a cam-operated, mechanical gas admission valve (MGAV). The MGAV is operated by an engine driven cam, cam follower, push rod, and rocker assembly. Such mechanisms offer little in the way of adjustability of the gas admission event: the ability to change the start of gas admission (SOA) and end of gas admission (EOA). The gas admission system is generally optimized for a particular mode of engine operation, typically rated speed and full load, and is fixed in that state. Desired changes in the gas admission cycle are not easily accomplished. At the same time, however, undesired changes commonly occur due to wear, failure, and mis-adjustment of the MGAV drive train. This report documents the development of a natural gas-fueled large-bore engine test bed (LBET) at Colorado State University and the subsequent test of an electronic gas admissions valve (EGAV) with in-cylinder pressure feedback. The LBET is now a state-of-the-art natural gas-fueled test facility. It will be open for use in late 1994 or early 1995 to all parties interested in testing equipment that might lead to safer, more economical and cleaner burning gas fueled engines. The EGAV tests were successful. The valve allows for precise control of fuel admission and end of admission timing. This results in the engine running in a real-time balance condition. Laboratory tests showed a 30% reduction of hydrocarbons and nitrous oxides reductions with a 2% reduction in fuel consumption. Field testing will continue in 1995 prior to commercialization. | L51709 Development-Test Electronic Gas Admission for Large Bore Engines | The pipeline industry uses over 8,000 large bore engines in gas transmission/compression service”. These engines are typically gas fueled and spark ignited. Some early versions of the engines are piston […] | publish | Uncategorized | open | open | l51709-development-test-electronic-gas-admission-for-large-bore-engines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51709-development-test-electronic-gas-admission-for-large-bore-engines/ | 0 | 0 | raw | default | 249 | Compressor & Pump Station | |||||||
| 01/01/1994 | 2800 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Many natural gas compressor stations which were previously located away from residential areas are now being encroached upon by surrounding building developments. Furthermore, an increased awareness of community noise issues has proved to be the impetus for investigating and developing more effective noise control methods and treatments for natural gas compressor facilities. This project investigates the feasibility of applying Active Noise Cancellation (ANC) to the exhaust of a large, internal-combustion reciprocating type engine. Large reciprocating internal combustion engines pose significant challenges for the noise control engineer. In the case of the engines employed at Tennessee Gas Pipeline Company Compressor Station 229, these engines radiate extremely low frequency exhaust noise into the surrounding environs. These engines produce discrete frequencies in the exhaust spectra with a particularly strong component at 26.5 Hz, which corresponds to the fundamental firing frequency (the 5.0 rotational order) of the engine; significant attenuation of the raw exhaust noise can be particularly difficult due to the sound power and spectral content. Traditional methods would necessitate a very large silencer in order to realize improved attenuation of the exhaust noise, relative to the existing silencer. Measurements were conducted at the error microphone location, at 1.0 meter from the exhaust outlet and at the property line. At a distance of 1.0 meter the WNCT integrated active / passive silencer yielded 84.5 dBA (92.3 dBL) while the original equipment silencer yielded 92.7 dBA (98.8 dBL). Band-limited (DC - 200 Hz) measurements were taken at the error microphone location; control off (WNCT passive - only): 109.8 dBL overall, 107.7 dBL 26.5 Hz component. With control on (WNCT active + passive) at the same position overall noise was 99.7 dBL with the 26.5 Hz component reading 89.1 dBL. Far-field A-weighted reductions were inconclusive due to the presence of other contributing noise sources possessing similar noise characteristics. Flow resistance measurements indicated that back pressure had been reduced by 95% relative to the original equipment silencer through the use of the integrated WNCT active / passive silencer. | L51710 Active Noise Silencing | Many natural gas compressor stations which were previously located away from residential areas are now being encroached upon by surrounding building developments. Furthermore, an increased awareness of community noise issues […] | publish | Uncategorized | open | open | l51710-active-noise-silencing | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51710-active-noise-silencing/ | 0 | 0 | raw | default | 849 | Compressor & Pump Station | |||||||
| 02/06/1994 | 2801 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This is the final volume of a three volume study (see also L51651 and L51685). Volume III documents the engineering critical assessment analysis on the effect of weld metal matching on girth weld performance. This analysis was conducted to determine how weld metal yield strength overmatching or undermatching influences the prediction of girth weld defect sizes. Small- and large-scale test data were evaluated according to the non-mandatory engineering critical analysis (ECA) methods listed in API-1104 Appendix A, BS-4515 Appendix H, and CSA-Z184 Appendix K. An additional analysis was conducted using the newly revised PD6493:1991 to provide a critical analysis to explain the results of wide-plate tests. | L51711 The Effect of Weld Metal Matching on Girth Weld Performance | This is the final volume of a three volume study (see also L51651 and L51685). Volume III documents the engineering critical assessment analysis on the effect of weld metal matching […] | publish | Uncategorized | open | open | l51711-the-effect-of-weld-metal-matching-on-girth-weld-performance | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51711-the-effect-of-weld-metal-matching-on-girth-weld-performance/ | 0 | 0 | raw | default | 849 | Legacy | |||||||
| 24/05/1994 | 2802 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Fitness for purpose girth defect assessments assume the presence of a single defect. This assumption is not always fulfilled. Welds may contain many small defects. These defects, when considered individually and without interaction, are generally innocuous. However, this may be a false conclusion as to the true strength or deformation capacity of the weld because neighbouring imperfections or defects may interact and may be more severe than each individual imperfection. When non-destructive examinations reveal multiple defects, a defect recategorisation procedure has to be applied to determine whether neighbouring defects will interact other under load. The interaction criteria of BS PD6493, ASME Boiler and Pressure Vessel Code Section XI and the Japanese fitness-of-purpose code WES 2805 are based on a combination of linear elastic fracture mechanics calculations and engineering judgement. The PD6493 and ASME XI rules are based on the principle that the increase in the stress intensity magnification caused by interaction of neigbouring defects should be limited to 20% (PD 6493) and 6% (ASME XI), whereas the WES criterion is based on the principle that the stress intensity magnification or CTOD value of the interacting neighbouring defects should be limited to 20% of the shortest defect. As the fracture behaviour of line pipe girth welds differs from linear elastic behaviour, it is expected that the existing rules are not necessarily applicable for elastic-plastic or plastic material behaviours. This consideration suggests that there exist a need for developing criteria which permit plasticity effects to be incorporated. The mathematical treatment of multiple defects under elastic-plastic and or plastic fracture conditions is a complex issue because it is not possible to predict yielding behaviour and make a distinction between local and ligament collapse. Because of this limitation, it is thus necessary to employ large scale tensile tests in which the interaction effects can be reproduced. In persuing this approach, it is further possible: (a) to verify and establish the conservatism built into the existing interaction criteria. (b) to formulate alternative interaction criteria for elastic-plastic or plastic behavior. The goal of this study was to obtain information on the failure behavior of girth welds containing two coplanar fatigue pre-cracked defects. The results were correlated with tests on welds containing a single crack to determine the engineering significance of existing defect interaction rules under elastic-plastic and plastic fracture conditions. | L51712 Fracture Behavior of Large-Diameter Girth Welds – Effect of Weld Metal Yield Strength Part II | Fitness for purpose girth defect assessments assume the presence of a single defect. This assumption is not always fulfilled. Welds may contain many small defects. These defects, when considered individually […] | publish | Uncategorized | open | open | l51712-fracture-behavior-of-large-diameter-girth-welds-effect-of-weld-metal-yield-strength-part-ii | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51712-fracture-behavior-of-large-diameter-girth-welds-effect-of-weld-metal-yield-strength-part-ii/ | 0 | 0 | raw | default | 1.095 | Legacy | |||||||
| 01/07/1994 | 2803 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The ability of the flowing contents to remove heat from the pipe wall causes welds made onto in-service pipelines to cool at an accelerated rate and makes these welds particularly susceptible to hydrogen cracking. Several approaches exist for qualifying procedures where the thermal conditions produced by the flowing pipeline contents are simulated, allowing the ability of a procedure to produce sound, crack-free welds to be demonstrated. This report documents the various methods that can be used, under a number of different conditions, for simulating the proper cooling effects that will be experienced when welding on in-service pipelines. Three candidate methods were selected and evaluated based on their simplicity and their ability to produce realistic weld cooling rates. Several field trials were undertaken in conjunction with actual in-service welding operations conducted by PRCI-member companies, and using a flow loop at the GRI Metering Research Facility, to collect weld cooling rate data to establish which procedure qualification conditions are applicable for various actual in-service conditions.Several field trials were undertaken and documented within this report on actual in-service welding operations as well as using a flow loop at the Gas Research Institute (GRI) Metering Research Facility to collect weld cooling rate data to establish which procedure qualification conditions are applicable for various in-service conditions and pipe repairs. | L51713 Effective Procedure Variables for Weld onto In-Service Pipelines | The ability of the flowing contents to remove heat from the pipe wall causes welds made onto in-service pipelines to cool at an accelerated rate and makes these welds particularly […] | publish | Uncategorized | open | open | l51713-effective-procedure-variables-for-weld-onto-in-service-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51713-effective-procedure-variables-for-weld-onto-in-service-pipelines/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 27/07/1994 | 2804 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | One major difficulty in developing fitness-for-purpose based flaw acceptance criteria for pipeline branch connections is the calculation of the stress distributions in the vicinity of the welds. Even with the latest computer aided modeling technologies, direct finite element modeling of branch connections using 3-D solid elements can be time consuming and cost prohibitive. Therefore, it is necessary to investigate the possibility of using more computationally-efficient finite element approaches to determine the stress distributions local to branch connections. This report describes work to develop flaw acceptance criteria based on fitness-for-purpose principles for branch connections in pipelines. The effort concentrated on investigating finite element modeling methodologies to predict accurately the stress distributions local to branch connections. These stress distributions can be used to develop fitness-for-purpose based flaw acceptance criteria that are consistent with those already developed for girth welds. | L51714 Development of Fitness-for-Purpose Assessment Procedures for Branch Welds | One major difficulty in developing fitness-for-purpose based flaw acceptance criteria for pipeline branch connections is the calculation of the stress distributions in the vicinity of the welds. Even with the […] | publish | Uncategorized | open | open | l51714-development-of-fitness-for-purpose-assessment-procedures-for-branch-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51714-development-of-fitness-for-purpose-assessment-procedures-for-branch-welds/ | 0 | 0 | raw | default | 149 | Legacy | |||||||
| 01/02/1994 | 2805 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | There are three (3) documented Cathodic Protection (CP) criteria included in the NACE standards. The appropriate use of these are often debated and sometimes thought to be conservative in dry soils and possibly insufficient in some wet soil conditions. The need exists to evaluate the risks of an improperly installed and/or maintained CP system. The criteria for cathodic protection have been the subject of various research projects conducted for the Pipeline Research Council International, Inc. (PRCI) over a number of years. The programs have responded to the need to establish whether the present criteria are adequate or inadequate, and under what conditions, and whether the specific requirements for protection may depend upon the particular soil environment. The results of this study provide a comprehensive overview of the technical literature and the laboratory studies that formed the basis for this work. The results of this work include the first systematic study of the criteria as installed in the field. Field studies were initiated in 1984 with a multiyear (thru 1994) plan and objective of verifying the requirements for protection in a variety of natural environments, some of which were studied in the earlier laboratory research. Part I: Results of the research.Part II: Applications to the study, the limitations, methods of determining requirements of the pipeline, and the measurements needed to implement the results (60 figures and 56 tables).Part III: Study data (100 pages of charts and tables) | L51715 Field Testing the Criteria for Cathodic Protection of Buried Pipelines | There are three (3) documented Cathodic Protection (CP) criteria included in the NACE standards. The appropriate use of these are often debated and sometimes thought to be conservative in dry […] | publish | Uncategorized | open | open | l51715-field-testing-the-criteria-for-cathodic-protection-of-buried-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51715-field-testing-the-criteria-for-cathodic-protection-of-buried-pipelines/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 31/12/1994 | 2806 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The practice of "relocation" of a pipeline while "in-service" increases the longitudinal stresses in the relocated section of pipeline which may result in pipeline failures. On October 22, 1991, the DOT Office of Pipeline Safety (OPS) issued an "Alert Notice" to US Pipeline operators urging them to conduct analyses prior to moving a pipeline, regardless of whether the line is in-service during the operation or not; to determine the extent to which a pipeline may be safely moved, considering the material toughness as a factor; and specific procedures for the operation. An incident associated with pipeline movement for which no engineering assessment was performed will probably receive the scrutiny of regulators. Moreover, the relocation is apt to be blamed for any subsequent incident, with or without cause. Although the probability of incidents appears to remain low, the liability has perhaps increased if an incident results in personal injury, property damage, or environmental damage. Operators should consider these risk factors, and whether or not to move the line in-service. The Pipeline In-Service Relocation Engineering Manual was created to provide a comprehensive manual for engineering a safe relocation on an operating pipeline in-service. All industry guidelines, standards, proceedings, and research reports were compiled, compared and distilled into recommendations for designing a safe line relocation while "in-service". This manual supplements existing guidelines such as API RP-1117 rather than superseding them. This report provides comprehensive and detailed information for pipeline operators to safely relocate a pipeline section while in-service through proper assessment of stresses and guidelines for the appropriate selection of relocation techniques and methods. This will avoid unexpected operational costs, provide guidance for "operator qualification" for pipeline relocation of in-service pipelines and minimize liabilities to the operator. The manual has been used by Pipeline Research Council International, Inc. (PRCI) member companies to generate company standards and procedures related to in-service relocation of pipelines. | L51717 Pipeline In-Service Relocation Engineering Manual | The practice of “relocation” of a pipeline while “in-service” increases the longitudinal stresses in the relocated section of pipeline which may result in pipeline failures. On October 22, 1991, the […] | publish | Uncategorized | open | open | l51717-pipeline-in-service-relocation-engineering-manual | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51717-pipeline-in-service-relocation-engineering-manual/ | 0 | 0 | raw | default | 949 | Legacy | |||||||
| 01/05/1994 | 2807 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In close cooperation with the Centro Sviluppo Materiali (CSM) and SNAM of Italy, with several years of support from the PRCI NG-18 committee, the Southwest Research Institute (SwRI) has developed and validated a "first principles" predictive model for ductile fracture in a gas transmission pipeline. In particular, the coordinated SwRI and CSM projects for the PRC -supplemented by work contributed by SNAM - has established a theoretically valid methodology and an accompanying line pipe material characterization procedure for gas industry use. This progress provides a theoretically sound framework for designing and operating gas transmission pipelines to be without risk of a large-scale ductile fracture event. However, there remained two important aspects of this technology that needed to be addressed before practical use of the methodology could be made by gas transmission companies. First, because the preceding projects concentrated on pipes with natural gas, to cover the full range of gas transmission pipeline service, the approach needed to be extended to include the effects of gases rich in hydrocarbons. Second, as the number of full-scale pipe fracture experiments that were included in the developmental phase of the research were limited, other data for validation of the model needed to be identified and employed. These two aspects of the ductile fracture methodology development process were conducted concurrently, and have now been completed. The progress that has been provided in detail in this report. The work is culminated by a relation through which the methodology can be applied by pipeline engineers to assess the possibility of a ductile fracture propagation. This report describes the development of a predictive model for ductile fracture in a gas transmission pipeline, thus providing a theoretically sound framework for designing and operating gas pipelines to be without risk of a large-scale ductile fracture event. The model represents an improvement on a number of empirical relations used in designing natural gas pipelines in that this model has been generalized to consider a wide-range of hydrocarbon contents and validated through both additional full-scale instrumented tests carried out by Centro Sviluppo Materiali of Italy and computer simulations conducted at Southwest Research Institute. Application of the model in pipeline design is based on determination of the maximum driving force for fracture, as described in the report, and contrasting this value with measured material resistance that provides a basis for assessing the likelihood of ductile fracture occurring. For existing pipelines the procedure can be used to obtain the maximum operating line pressure that will not put the pipeline at risk of ductile fracture. | L51718 Development and Validation of a Ductile Fracture Analysis Model | In close cooperation with the Centro Sviluppo Materiali (CSM) and SNAM of Italy, with several years of support from the PRCI NG-18 committee, the Southwest Research Institute (SwRI) has developed […] | publish | Uncategorized | open | open | l51718-development-and-validation-of-a-ductile-fracture-analysis-model | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51718-development-and-validation-of-a-ductile-fracture-analysis-model/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/11/1994 | 2808 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | While much has been learned in the last 25 years of the mechanism and controlling parameters in the stress corrosion cracking of pipelines, remaining gaps in knowledge of the problem are indicated. The very early years of investigations followingthe recognition of the problem were concentrated on gathering field data and that was followed by about 20 years of research, largely carried out in laboratories, aimed at obtaining an understanding of the causes of pipelines stress corrosion cracking. While there remain matters that could be studied by laboratory-based research, there appears to be a stronger case for returning to field-based studies, with help in defining such from the increased understanding that has been developed since the early field studies. This work gives an overview on the past 25 years of research concerned with the phenomenon of stress corrosion cracking (SCC) in high-pressure gas pipelines. But rather than review the various research programs in chronological order, the author proceeds with his review, after a brief historical introduction, in terms of the parameters that sequentially control SCC; the parameters being chemical environment, electro-potential, stress state (especially the influence of stress cycle) and pipeline steel susceptibility. Each parameter is treated as a chapter" and then the current state of knowledge for that parameter is summarized at the end of the chapter. The impact that some parameters could have on the ability to accurately model SCC in pipelines is explored and approaches to control of SCC are given in the final summary and recommendations." | L51719 Overview of Intergranular SCC Research Activities | While much has been learned in the last 25 years of the mechanism and controlling parameters in the stress corrosion cracking of pipelines, remaining gaps in knowledge of the problem […] | publish | Uncategorized | open | open | l51719-overview-of-intergranular-scc-research-activities | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51719-overview-of-intergranular-scc-research-activities/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/01/1995 | 2809 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Fittings specified to be in accordance with MSS SP-75 have been found by purchasers to have fitting yield strengths less than the matching specified pipe without the marking required in MSS SP-75 17.1c. As will be discussed, there are two strength requirements in MSS SP-79 Section 8 Tensile Properties. The report provides guidance for the evaluation of 'as-received' fittings. The types of fittings considered are elbows, tees, caps, and reducers that are covered in Manufacturers Standardization Society Standard Practice 75 (MSS SP-75), Specification for High Test Wrought Butt Welding Fittings, 1993 Edition. | L51721 Pressure Capacity of MSS SP-75 Fittings | Fittings specified to be in accordance with MSS SP-75 have been found by purchasers to have fitting yield strengths less than the matching specified pipe without the marking required in […] | publish | Uncategorized | open | open | l51721-pressure-capacity-of-mss-sp-75-fittings | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51721-pressure-capacity-of-mss-sp-75-fittings/ | 0 | 0 | raw | default | 595 | Legacy | |||||||
| 01/12/1994 | 2810 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Increasing legislation and public awareness of noise are intensifying the efforts of industries today to reduce the noise. The natural gas industry has proved that it is one of the industrial leaders in its awareness of noise problems and has maintained a vigorous research program in noise control for over 30 years. A noise survey can be done in several ways: point measurements, grid point methods, contour methods, scanning techniques, etc. The selection of the method depends on the accuracy required, available personnel, expertise etc. For the most accurate determination of sound power, the scanning method using sound intensity measurements is considered to be the best available in present day circumstances. This method is discussed in detail in later chapters. Point and grid point measurements are useful to determine the Sound Pressure Level, but are of limited use in quantifying the Sound Power Level of a noise source in a complex and multi-source environment such as a compressor station. Guidelines for Sound Power Level Measurements for Compressor Station Equipment Report documents the development of guidelines for in-situ sound power level measurements for compressor station equipment, with sample calculations. Measurement of equipment noise levels in a complex, multi-source environment is very difficult and may be accomplished by several methods. These guidelines specify the sound intensity approach that can be used in almost any field situation. The sound power guidelines described in this report specify the sound intensity approach as the primary measurement method since it can be used in almost any field situation to determine the sound power of a source. In open spaces without reflecting surfaces (except the ground plane) sound pressure measurements may give satisfactory estimates of the sound power of noise sources if background noise is low and other sources can be turned off. Inside a compressor building, the modified reverberation room approach may be allowed, but then only the total sound power can be determined unless background sources can be controlled or other sources turned off. Lastly, the standard guidelines developed were used to conduct field measurements of the sound power of four equipment noise sources including: a) turbine casing, b) turbine air inlet, c) cooler and d) exhaust stack. | L51723 Guidelines for Sound Power Level Measurements Compressor Equipment | Increasing legislation and public awareness of noise are intensifying the efforts of industries today to reduce the noise. The natural gas industry has proved that it is one of the […] | publish | Uncategorized | open | open | l51723-guidelines-for-sound-power-level-measurements-compressor-equipment | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51723-guidelines-for-sound-power-level-measurements-compressor-equipment/ | 0 | 0 | raw | default | 149 | Legacy | |||||||
| 26/01/1995 | 2811 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Fiber optic sensors have been under development in industrial and government laboratories around the world for over a decade The commercial market for fiber sensors for measuring parameters such as temperature, displacement, and liquid level is now estimated to exceed $50 M/year Aside from the commercial interest, the U S. Department of Defense has vigorously pursued the development of fiber gyroscopes and hydrophones In spite of the high level of research and devleopment activity, however, fiber sensors were not successfully applied in the relatively harsh environment of engine combustion chambers prior to 1991. The goal of this development is to demonstrate the utilization of a new fiber optic sensor technology in engines used for natural gas transmission. Presently, there is no way to continuously measure pressure in these engines over extended periods of operation. Reliable fiber optic sensor networks supplying data to computerized control systems for on-line engine balancing could lead to major reductions in the emission of NO, and other harmful combustion products. Fuel economies in the millions of dollars per year for companies in the natural gas transmission industry could also be realized. | L51724 Fiber Optic Pressure Sensor Development | Fiber optic sensors have been under development in industrial and government laboratories around the world for over a decade The commercial market for fiber sensors for measuring parameters such as […] | publish | Uncategorized | open | open | l51724-fiber-optic-pressure-sensor-development | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51724-fiber-optic-pressure-sensor-development/ | 0 | 0 | raw | default | 149 | Legacy | |||||||
| 31/10/1994 | 2812 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Drilling fluid plays a key role in the installation of a pipeline by horizontal directional drilling (HDD) and accounts for the majority of the associated environmental impact. An improper drilling fluid program can result in stuck pipe. Uncontrolled discharge of drilling fluid downhole can damage or undermine adjacent structures.The cost of drilling fluid involved with pipeline installation, particularly when disposal costs are considered, can be substantial. This manual is the principal product of PRC project PR-227-9321. Its purpose is to increase the level of technical sophistication relative to drilling fluids used in the installation of pipelines by Horizontal Directional Drilling (HDD). It is anticipated that this increase will benefit the natural gas industry through reductions in HDD installation costs and environmental impact. The manual contains six sections which address the following general topics: 1 . The HDD installation process, the specific functions of drilling fluids in pipeline installation by HDD, and the composition of drilling fluids; 2. Characteristics of drilling fluid flow, pertinent properties of drilling fluids, and calculation methods relative to drilling fluid flow circuits; 3. Standard classification of soil and rock structures and soil and rock properties relative to drilling fluid flow; 4. The behavior of soil and rock structures relative to drilling fluid flow, general drilling fluid criteria, and general solutions to drilling problems; 5. Methods for estimating drilling fluid quantities, methods for disposing of excess drilling fluids, the environmental impact of drilling fluids used in HDD, and construction specifications relative to drilling fluids; and 6. Materials used drilling fluids. | L51725 Drilling Fluids in Pipeline Installation by Horizontal Directional Drilling-Practical Applications | Drilling fluid plays a key role in the installation of a pipeline by horizontal directional drilling (HDD) and accounts for the majority of the associated environmental impact. An improper drilling […] | publish | Uncategorized | open | open | l51725-drilling-fluids-in-pipeline-installation-by-horizontal-directional-drilling-practical-applications | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51725-drilling-fluids-in-pipeline-installation-by-horizontal-directional-drilling-practical-applications/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/02/1995 | 2813 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report provides guidelines for riser and splash zone design, provides a detailed overview of existing riser repair techniques and products, and provides guidelines identifying the capabilities and limitations of riser reinstatement systems. The objectives of this study were to establish the current state of technology for riser design and capabilities of riser repair systems; and to provide guidance for selection of a repair system with minimum down time and loss for production in the event of unanticipated damage. | L51726 Guidelines for Riser Splash Zone Design and Repair | This report provides guidelines for riser and splash zone design, provides a detailed overview of existing riser repair techniques and products, and provides guidelines identifying the capabilities and limitations of […] | publish | Uncategorized | open | open | l51726-guidelines-for-riser-splash-zone-design-and-repair | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51726-guidelines-for-riser-splash-zone-design-and-repair/ | 0 | 0 | raw | default | 149 | Legacy | |||||||
| 01/06/1993 | 2774 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The research in this document is aimed at establishing the feasibility of repairing defects, especially corrosion-caused metal loss, by direct deposition of weld metal in pressurized pipelines without removing them from service. While this might seem inherently dangerous, past experience with "puddle welds" in corrosion pits and with repair and hot tap welding on relatively thin pipe materials suggests that it can be done safely. | L51681 Repair of Pipelines by Direct Deposition of Weld Metal | The research in this document is aimed at establishing the feasibility of repairing defects, especially corrosion-caused metal loss, by direct deposition of weld metal in pressurized pipelines without removing them […] | publish | Uncategorized | open | open | l51681-repair-of-pipelines-by-direct-deposition-of-weld-metal | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51681-repair-of-pipelines-by-direct-deposition-of-weld-metal/ | 0 | 0 | raw | default | 1.595 | Legacy | |||||||
| 01/10/1992 | 2775 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report presents the results of Structural Integrity (SI) Task 1.11-1990, which was initiated to develop the properties for a steel that was typical of lower strength early vintage pipe and anothersteel that represents the more recent controlled-rolled high-strength and high-toughness pipe. Samples of X42 and X80 steels were chosen as the basis for study. The approach was to compare the properties for these steels with the behavior assumed in the analysis and embedded in the model formulation. If the behavior of the new materials is compatible with the current formulation then it can be concluded that the model can with minor changes and related validation be extended to a much broader scope of pipeline applications. This report presents the ductile-fracture and mechanical properties needed to implement the ductile-flaw-growth model and then comments on the modifications needed to adapt the model to this broader class of steels by comparison of the results presented with the formulation developed to address the steels in the earlier study. | L51682 Ductile Fracture and Mechanical Behavior of Typical X42 and X80 Line-Pipe Steels | This report presents the results of Structural Integrity (SI) Task 1.11-1990, which was initiated to develop the properties for a steel that was typical of lower strength early vintage pipe […] | publish | Uncategorized | open | open | l51682-ductile-fracture-and-mechanical-behavior-of-typical-x42-and-x80-line-pipe-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51682-ductile-fracture-and-mechanical-behavior-of-typical-x42-and-x80-line-pipe-steels/ | 0 | 0 | raw | default | 249 | Legacy | |||||||
| 01/09/1992 | 2776 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The great majority of instances of stress corrosion cracking in high pressure gas pipelines are associated with the propagation of intergranular cracks, but several instances of transgranular cracking have now been experienced. The latter have involved service as well as hydro test failures, and transgranular cracks frequently have been found in the region of dents in those lines that display this mode of cracking. In all of those respects the transgranular and intergranular forms are identical, but the difference in crack morphology suggests that the mechanism of growth, and therefore the conditions under which the two forms occur, are different. Since the steels involved and the operating pressures are not essentially different for pipelines displaying the two different modes, the implication would appear to be that the different mechanisms result from variations in the environmental conditions. Field data relating to the transgranular stress corrosion cracking of high pressure gas pipelines indicates that the solutions found between coating and pipe in regions where cracks have occurred have low concentrations of dissolved salts and pH's of about 6.5, distinguishing them from those that are associated with the more common intergranular form of cracking. The lower pH solutions involved with transgranular cracking are the result of the presence of free carbon dioxide and the lack of significant cathodic current arriving at the pipe surface in those locations. Slow strain rate and cyclic loading tests employing solutions simulating those found in the field have shown that transgranular stress corrosion cracks can be generated under laboratory conditions and that they have the same characteristics as are observed in samples from lines that have developed cracks in service. Those similarities extend to the data from both field and laboratory sources showing considerable scatter, indicating the need for appropriate statistical treatment. It is suggested that the mechanism of transgranular cracking involves dissolution and the ingress of hydrogen to the steel and that implies that some of the concepts that have been employed in modeling the intergranular form of cracking will need to be modified for the transgranular case. | L51683 Environment Sensitive Cracking of High-Pressure Pipelines with Carbon Dioxide-Containing Solutions | The great majority of instances of stress corrosion cracking in high pressure gas pipelines are associated with the propagation of intergranular cracks, but several instances of transgranular cracking have now […] | publish | Uncategorized | open | open | l51683-environment-sensitive-cracking-of-high-pressure-pipelines-with-carbon-dioxide-containing-solutions | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51683-environment-sensitive-cracking-of-high-pressure-pipelines-with-carbon-dioxide-containing-solutions/ | 0 | 0 | raw | default | 849 | Legacy | |||||||
| 01/05/1993 | 2777 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Corrosion affects tees and elbows as well as straight pipe. The effect of metal-loss corrosion on the remaining strength of straight pipe can be predicted using ASME B31G, ANSI/ASME B31G Manual for Determining the Remaining Strength of Corroded Pipelines. Modifications to the B31G methodology to account for the defect profile have changed its accuracy for straight pipe. These techniques have been successfully used by pipeline operators for several years to assess whether corrosion damage to a pipeline warrants repair or replacement or whether it may be safely left in service.The B31G method does not address corroded tees and elbows | L51684 Assessing the Strength of Corroded Elbows | Corrosion affects tees and elbows as well as straight pipe. The effect of metal-loss corrosion on the remaining strength of straight pipe can be predicted using ASME B31G, ANSI/ASME B31G […] | publish | Uncategorized | open | open | l51684-assessing-the-strength-of-corroded-elbows | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51684-assessing-the-strength-of-corroded-elbows/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 24/01/1993 | 2778 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This is the second volume of a three-volume study (see also L51651 and L51711). The integrity of girth weld defects in gas transmission pipelines is ensured by non-destructive inspection procedures. The acceptance level of pipe line girth weld defects revealed by non-destructive testing is commonly based on workmanship quality control. Unfortunately, workmanship defect acceptance levels are based on experience and are, by necessity, both arbitrary and often conservative. This report presents the results of an experimental study of the failure behavior of 11.6 mm (0.457 in.) pipe segments taken from 36-inch diameter pipes with defects in the girth weld. Small-scale and fatigue pre-cracked, curved, wide-plate test specimens were used. The objectives were to: (1) determine the effect of pipe and weld metal yield strength differences on girth weld performance; (2) verify the assumption that the CTOD test is a reliable indicator of girth weld performance; and (3) evaluate the usefulness of the Charpy V-Notch test for predicting girth weld failures. | L51685 Effect of Weld Metal Matching on Girth Weld Performance Volume II-Experimental Investigation | This is the second volume of a three-volume study (see also L51651 and L51711). The integrity of girth weld defects in gas transmission pipelines is ensured by non-destructive inspection procedures. […] | publish | Uncategorized | open | open | l51685-effect-of-weld-metal-matching-on-girth-weld-performance-volume-ii-experimental-investigation | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51685-effect-of-weld-metal-matching-on-girth-weld-performance-volume-ii-experimental-investigation/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 10/01/1993 | 2779 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Micro-alloyed low-carbon linepipe steels offer an advantageous combination of high toughness and a low carbon equivalent (CE or Pcm) for good weldability. The continuing improvements in pipeline steel manufacturing practices have also led to pipeline steels with higher yield to tensile (Y/T) ratios and a corresponding reduction in strain hardening capacity. Potential users of high Y/T ratio pipeline steels are somewhat reluctant to modify their existing specifications. This is because they do not have the required information to judge the performance characteristics of such steels under a wide range of service conditions. This is not surprising knowing that yielding behaviour, and defect tolerance in particular depends not only on toughness but also on the strain hardening capacity. Therefore, the interaction between toughness and strain hardening capacity (or Y/T) for a successful application of high Y/T ratio linepipe steels must be considered. For the pipe fabricator this means that not only the yield strength of the plate, used to make the pipe, must be carefully controlled, but also that the relationship between the mechanical properties of pipe and plate must be known. This study examined the engineering significance of the yield-to-tensile (Y/T) ratio on yielding behavior and defect tolerance of 1-inch thick X70 steels in plate form. Stress-strain characteristics were measured by tensile testing of standard round-bar, full-section square, and wide-plate specimens. The strained condition was tested to determine the effect of cold forming on the Y/T ratio and yielding behavior. Finally, defect tolerance was determined by testing 8-inch wide notched-plate specimens. | L51686 Effect of Defect Size and Yield to Tensile Ratio on Plastic Deformation Capacity Pipeline Steels | Micro-alloyed low-carbon linepipe steels offer an advantageous combination of high toughness and a low carbon equivalent (CE or Pcm) for good weldability. The continuing improvements in pipeline steel manufacturing practices […] | publish | Uncategorized | open | open | l51686-effect-of-defect-size-and-yield-to-tensile-ratio-on-plastic-deformation-capacity-pipeline-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51686-effect-of-defect-size-and-yield-to-tensile-ratio-on-plastic-deformation-capacity-pipeline-steels/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/08/1993 | 2780 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This study documents the state-of-the-art equipment and procedures available for use in isolating mid-line subsea pipeline repairs to prevent back-flooding. The study notes the lack of effective non-intrusive methods and the potential for cost savings when suitable methods are developed. | L51687 Subsea Repair of Gas Pipelines without Water Flooding | This study documents the state-of-the-art equipment and procedures available for use in isolating mid-line subsea pipeline repairs to prevent back-flooding. The study notes the lack of effective non-intrusive methods and […] | publish | Uncategorized | open | open | l51687-subsea-repair-of-gas-pipelines-without-water-flooding | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51687-subsea-repair-of-gas-pipelines-without-water-flooding/ | 0 | 0 | raw | default | 50 | Subsea | |||||||
| 01/05/1992 | 2781 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In recent years, several pipe mills have produced heavy-wall, large diameter pipe from plates of microalloyed steels that were controlled-rolled to develop properties to meet the API 5LX Grade 70 or Grade 80 requirements and that were electric resistance welded (ERW) using advanced techniques. The use of advanced electric seam-welding practices on the steels produced using advanced steel making and processing methods offers the possibility of obtaining high strength line pipe at a lower cost than pipes produced from similar steels but with double submerged arc seam welds. The present study was undertaken to evaluate the properties of the pipe body and the ERW seam-weld region of a recently produced heavy-wall X70 line pipe. This report describes the evaluation of that pipe. The mechanical properties of the weld zone from this pipe were evaluated and reported under Task 18-89. Those data are included in this report. A high-frequency electric resistance welded (HFERW) X70 line pipe was evaluated to assess the strength properties, fracture behavior, thermal stability, and susceptibility to environmentally induced degradation that may affect its behavior in gas transmission service. A 20-inch-(508 mm)-diameter by 0.500-inch-(12.7 mm)-wall high-frequency, electric-resistance-welded (HFERW) X70 line pipe was evaluated to assess the strength properties, fracture behavior, thermal stability, and susceptibility to environmentally induced degradation that may affect its behavior in gas transmission service. The steel from which the pipe was produced was processed using advanced steel-making practices that resulted in a low sulfur content and was microalloyed with Cb, V, and Ti. The steel was controlled rolled with 75 percent of the rolling reduction being accomplished at temperatures below 1418 F (770 C); the finishing temperature was 1328 F (720 C) and the steel was hot coiled after finishing. The seam weld was produced by high frequency electric resistance welding and the seam weld region was post-weld normalized. | L51690 Evaluation of Modern X-70 HFER Line Pipe | In recent years, several pipe mills have produced heavy-wall, large diameter pipe from plates of microalloyed steels that were controlled-rolled to develop properties to meet the API 5LX Grade 70 […] | publish | Uncategorized | open | open | l51690-evaluation-of-modern-x-70-hfer-line-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51690-evaluation-of-modern-x-70-hfer-line-pipe/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/12/1993 | 2782 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Operational integrity of gas-transmission pipelines is a goal of all operators. Pipeline integrity is achieved by planning, controlling, and monitoring a number of elements, all of which contribute to the total pipeline system integrity. Elements that affect overall pipeline integrity are pipeline design, pipe specification, pipe transportation and handling, pipeline construction and inspection, preservice testing, and operation and maintenance practices. Fracture control is part of a number of these elements. This research report and software satisfies the industry need for a comprehensive description of the methods of preventing and controlling fracture initiation and propagation. An ideal goal of any fracture control plan would be to specify pipe characteristics that would only result in leaks in a pipeline regardless of the flaw size and type. This is not possible because even infinitely tough pipe can rupture if a large enough flaw is introduced. Thus, fracture control plans must balance both initiation resistance and propagation resistance. This comprehensive research report and software provides guidance and references for creation of a fracture control and/or total pipeline integrity plan. | L51691 Fracture Control Technology for Natural Gas Pipelines | Operational integrity of gas-transmission pipelines is a goal of all operators. Pipeline integrity is achieved by planning, controlling, and monitoring a number of elements, all of which contribute to the […] | publish | Uncategorized | open | open | l51691-fracture-control-technology-for-natural-gas-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51691-fracture-control-technology-for-natural-gas-pipelines/ | 0 | 0 | raw | default | 2.095 | Legacy | |||||||
| 29/10/1993 | 2783 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Pipe-to-soil potential measurements are the primary means for monitoring the effectiveness of cathodic protection systems. All criteria for cathodic protection employ, in one form or another, a potential measurement of the pipe with respect to a reference electrode. This research project was undertaken to determine what portion of a pipe is sampled by an above-ground potential measurement. One important area that has not yet been investigated is what portion of a pipe is sampled during a potential survey of a pipeline in a right-of-way containing multiple pipelines directly bonded to each other. The overall objective of this project was to improve the ability to interpret close interval on- and off-potential surveys in rights-of-way containing multiple pipelines. The project objective was accomplished by completing the following specific task oriented goals: (1) to expand the previously developed computer model to include multiple pipelines in the right-of-way, (2) to predict interaction effects between two pipelines in the same right-of-way, (3) to extend modeling activities to more complex pipeline situations by modeling specific case studies, and (4) to provide field verification of the modeling activities. | L51692 Multiple Pipelines in Right-of-Way – Improved Pipe-To-Soil Potential Survey Methods | Pipe-to-soil potential measurements are the primary means for monitoring the effectiveness of cathodic protection systems. All criteria for cathodic protection employ, in one form or another, a potential measurement of […] | publish | Uncategorized | open | open | l51692-multiple-pipelines-in-right-of-way-improved-pipe-to-soil-potential-survey-methods | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51692-multiple-pipelines-in-right-of-way-improved-pipe-to-soil-potential-survey-methods/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 25/03/1994 | 2784 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Â During a prior Gas Research Institute (GRI) research program, a spiking phenomenon was identified that prevented the measurement of the off potential directly from the pipe-to-soil potential waveform. Furthermore, the spike made it impossible to measure an off potential during current interruption for some period of time following interruption. In recent years, there has been discussion that the spike in the pipe-to-soil potential waveform affects the ability of the CP system to mitigate corrosion. In addition, the increased significance that has been placed on off-potential measurements within the industry has made it important to understand any phenomenon that may affect the ability to measure the off potential. Because of the above concerns, the Corrosion Supervisory Committee of the Pipeline Research Committee authorized this two-year program to establish the cause and effects of the spiking phenomenon. To accomplish this program, a Work Plan was established that provided for the following four tasks: Task 1 - Field Measurements, Task 2 - Circuit Analog Model, Task 3 - Effect of the Spike on Off- Potential Measurements, and Task 4 - Laboratory Experiments. Through this combined effort of field evaluations, modeling, and laboratory experiments, the root cause of the spike was established along with guidelines for making the off-potential measurement. The results of this project provides the CP engineer with a standard practice for measuring off-potentials in the presence of the spiking phenomenon. | L51693 Most Accurate Method for Measuring an Off-Potential | Â During a prior Gas Research Institute (GRI) research program, a spiking phenomenon was identified that prevented the measurement of the off potential directly from the pipe-to-soil potential waveform. Furthermore, the […] | publish | Uncategorized | open | open | l51693-most-accurate-method-for-measuring-an-off-potential | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51693-most-accurate-method-for-measuring-an-off-potential/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/10/1993 | 2785 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Differential movement of a buried pipeline resulting from terrain instabilities such as subsidence, fault slippage, frost heave, ice scouring, soil movement, and landslide can create localized areas of high stress in a pipeline. These areas may be susceptible to mechanical failure and therefore may compromise the structural integrity of the line. Nondestructive testing (NDT) methods that can detect high-stress regions and measure the magnitude of the stress in the pipeline are needed to determine if or when remedial action must be taken to prevent stress-related damage. The areas of high stress can compromise the integrity of the pipeline, despite the fact that the highly stressed areas may not be readily detectable. Â This report describes two phases of development for a nonintrusive technique to quantify the local, throughwall average axial stress in an exposed pipe. The technique selected for evaluation and development is a low-frequency, electromagnetic technique, called multiparameter magnetic measurement (MPMM). MPMM is a combination of existing magnetic techniques including magnetic hysteresis measurement, nonlinear harmonic analysis, and multiparameter correlation. The work included both a proof-of-principle demonstration of the technique using samples of grade X-42, X-46, and X-52 pipe (Phase I), and further determination of practical applicability of the MPMM technique (Phase II). Phase II focused on evaluating the variability of magnetic response to stress among five samples of grade X-42 pipe. | L51694 Investigation of Techniques for Bulk Stress Measurement on Exposed Pipelines-Phases I and II | Differential movement of a buried pipeline resulting from terrain instabilities such as subsidence, fault slippage, frost heave, ice scouring, soil movement, and landslide can create localized areas of high stress […] | publish | Uncategorized | open | open | l51694-investigation-of-techniques-for-bulk-stress-measurement-on-exposed-pipelines-phases-i-and-ii | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51694-investigation-of-techniques-for-bulk-stress-measurement-on-exposed-pipelines-phases-i-and-ii/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 01/11/1993 | 2786 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Stress corrosion cracking (SCC) poses a serious threat to aging underground cathodically protected gas pipelines. As coatings deteriorate, conditions suitable for corrosion and SCC become more common. There have been many ruptures throughout the world attributed to SCC. One of the most important steps in combating failure by SCC is regular, reliable and cost effective monitoring of pipelines. Current methods available (including hydrotesting and magnetic particle testing) are either expensive, time consuming, or not entirely reliable. Regular testing of pipelines and the detailed study of the results will improve the understanding of SCC initiation and propagation. This project evaluates a manual ultrasonic scanning system for detecting SCC in pipelines. This system was used to inspect the lower circumferential section of unpressurized lengths of the Moomba to Sydney gas transmission pipeline operated by The Pipeline Authority (TPA). The manual system successfully located SCC colonies. CWP, in association with The University of Newcastle, then developed a microprocessor controlled system based on piezoelectric wheel probe technology. This system was trialled in Peterborough, South Australia in May 1990. Following the awarding of this research project (PR-198-9108). CWP incorporated the development work into their core business with the creation of the Product Development Section. This section was entirely committed to the development of the system and the PRC project. The redesign of the system included EMAT technology. Although not new, EMATs had not previously been made available to the gas industry in the detection of SCC. This project involved in excess of 13500 development man hours over a 22 month period. This report describes the development of the system and the Newcastle field trials, the Australian field trials and the USA field trials concluding in September 1992. The report also addresses the suitability of each technology in detecting SCC in buriednatural gas pipeline and makes design recommendations for the future. Future developments in the system are planned in the areas of enhancing the reliable detection of SCC, imaging of SCC and enhanced calibration capabilities. | L51695 Development of Inspection Vehicle to Detect SCC in Natural Gas Lines | Stress corrosion cracking (SCC) poses a serious threat to aging underground cathodically protected gas pipelines. As coatings deteriorate, conditions suitable for corrosion and SCC become more common. There have been […] | publish | Uncategorized | open | open | l51695-development-of-inspection-vehicle-to-detect-scc-in-natural-gas-lines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51695-development-of-inspection-vehicle-to-detect-scc-in-natural-gas-lines/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/12/1993 | 2787 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The gas pipeline industry is faced with the addition and replacement of a significant amount of compression facilities to meet changing economic and regulatory constraints. Due to the large investment required, it is imperative that new facilities maintain their effectiveness over a long period of time. Also, because of the long lead times required to develop new technology and the rapidly changing pipeline operating environment, promising technologies need to be targeted early. Thus, gas pipeline companies will need an unbiased technical assessment of emerging technologies to identify those with the greatest potential. The overall objective of this study is to provide PRCI members with key information that will assist them in selecting equipment and promoting the development of new equipment and technologies for application in future pipeline compressor stations. This study will attempt to achieve the desired objectives by assessing the emerging technologies that can be expected to play key roles in determining the future state-of-the-art in pipeline compressor stations. While it is recognized that economics of the technology play an important part in the selection process, our search and evaluation of emerging technologies will not be constrained by this factor. | L51696 Compressor Station Technologies Options for the Next 20 Years | The gas pipeline industry is faced with the addition and replacement of a significant amount of compression facilities to meet changing economic and regulatory constraints. Due to the large investment […] | publish | Uncategorized | open | open | l51696-compressor-station-technologies-options-for-the-next-20-years | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51696-compressor-station-technologies-options-for-the-next-20-years/ | 0 | 0 | raw | default | 245 | Legacy | |||||||
| 01/01/1994 | 2788 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The horizontal directional drilling (HDD) technique is specially suited for pipeline crossings of waterways, beaches, roads, vulnerable natural regions, railroads and airports. The HDD method is a two-stage process consisting of navigating a drill stem underground along a predetermined design route and the pulling back of the product pipe through the prepared hole. One of the major problems faced in HDD projects is subsurface exploration and locating of existing underground obstacles. HDD equipment must avoid these obstacles if at all possible. This study was conducted to: 1. Determine the state-of-the-art for obstacle detection in horizontal directional drilling technology. 2. Examine all possible techniques for obstacle detection. 3. Evaluate the most promising and suitable techniques for further development. 4. Determine further work necessary to reach a 100-foot (30 m) target. 5. Make recommendations for HDD contractors. | L51697 Obstacle Detection to Facilitate Horizontal Directional Drilling | The horizontal directional drilling (HDD) technique is specially suited for pipeline crossings of waterways, beaches, roads, vulnerable natural regions, railroads and airports. The HDD method is a two-stage process consisting […] | publish | Uncategorized | open | open | l51697-obstacle-detection-to-facilitate-horizontal-directional-drilling | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51697-obstacle-detection-to-facilitate-horizontal-directional-drilling/ | 0 | 0 | raw | default | 695 | Legacy | |||||||
| 01/08/1993 | 2789 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Offshore oil and gas developments are underway for water depths beyond which divers can function. The economic lifelines of these projects are the pipelines which will transport the products to shore. In preparation for the day when one of these pipelines will require repair because of a leak, the Pipeline Research Committee of Pipeline Research Council International, Inc. is funding research directed at developing diverless pipeline repair capabilities. This Report summarizes the results of the third and final phase of this project. Phase III work included design, manufacture, and dry testing of 1) a one-half scale model of a 12"Â repair clamp, 2) a full-scale bolt test fixture to demonstrate boltcontainment and startup under realistic misalignment of the clamp halves, and 3) a full-scale one-way cylinder for end seal activation. Engineering drawings for a 12" - 900# (324 mm, 15.3 mPa) diverless repair clamp package were also produced, and are provided with this report in Appendix B. Phase III also included a study commissioned from Oceaneering directed at defining the interfaces of the clamp package and the ROV, including suggested procedures for deployment and positioning of the clamp package on the pipeline. Issues regarding bolt make-up by the ROV were also studied in detail and limitations in bolting capability were outlined. | L51699 Diverless Pipeline Repair Clamp Phase III | Offshore oil and gas developments are underway for water depths beyond which divers can function. The economic lifelines of these projects are the pipelines which will transport the products to […] | publish | Uncategorized | open | open | l51699-diverless-pipeline-repair-clamp-phase-iii | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51699-diverless-pipeline-repair-clamp-phase-iii/ | 0 | 0 | raw | default | 849 | Legacy | |||||||
| 01/01/1993 | 2790 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report documents the requirements and possible configurations of a tool or system to inspect and assess the repairability of a damaged submerged pipeline. This work was done in conjunction with research to develop a diverless repair clamp for repairing small leaks in deep water pipelines. | L51700 Damage Assessment Tool | This report documents the requirements and possible configurations of a tool or system to inspect and assess the repairability of a damaged submerged pipeline. This work was done in conjunction […] | publish | Uncategorized | open | open | l51700-damage-assessment-tool | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51700-damage-assessment-tool/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 01/01/1993 | 2791 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Once a leak in a subsea pipeline has been located, there are several methods available to deal with it. These range in cost and difficulty from relaying the line to clamping. Clamping is obviously the quickest and least expensive method. However, there are not clear guidelines as to where clamp repair is applicable. The object of this project is to explore the limits of a dent which may be sealed by a clamp. This is to determine whether or not a particular dent can be sealed by the prototype clamp. This work was done with the aid of non-linear finite element analysis of a typical rubber seal using the ABAQUS program. The effect of various pipe ovalities was investigated relative to the clamps ability to provide active circumferential seal pressure. It was shown that initially the clamp circumferential seals gradually built hydrostatic pressure due to gland loading until the rubber traversed the gap distance between the clamp and pipe. Then the contact pressure increased at a rapid linear rate as the glands were tightened further. | L51701 Determination of Clamp Repairable Leaks | Once a leak in a subsea pipeline has been located, there are several methods available to deal with it. These range in cost and difficulty from relaying the line to […] | publish | Uncategorized | open | open | l51701-determination-of-clamp-repairable-leaks | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51701-determination-of-clamp-repairable-leaks/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 01/01/1994 | 2792 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A review of currently used pipe-locating techniques and technologies shows a universally conservative approach to system design. Tested and proven sensors and data processors have been integrated into systems that optimize performance specifically for the pipeline-location problem. Although these systems perform well, they could be improved and augmented (that is, performance could be enhanced) by incorporating a broader sensor mix. Emerging technologies also hold promise for upgrading performance by improving, rather than changing the basic sensors. This study was undertaken to survey and evaluate the technology available to determine accurately the position of submerged or buried gas transmission pipelines, and to assess the applicability of some of the emerging technologies. The objectives are to increase accuracy and reliability while reducing the cost of surveys. This report is organized to provide an overview of the elements applicable to the problem of pipe detection, identification, and location. These elements include basic sensors and pipe-location systems made up of sensors, computers, peripherals, and data links. The report includes a qualitative comparison of both sensors and systems using a number of performance criteria. A brief description of relevant technologies that have been developed for uses other than pipeline location, as well as new and emerging technologies, is also included. | L51702 Precision Gas Pipeline Location-A Technology Study | A review of currently used pipe-locating techniques and technologies shows a universally conservative approach to system design. Tested and proven sensors and data processors have been integrated into systems that […] | publish | Uncategorized | open | open | l51702-precision-gas-pipeline-location-a-technology-study | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51702-precision-gas-pipeline-location-a-technology-study/ | 0 | 0 | raw | default | 149 | Legacy | |||||||
| 01/01/1993 | 2793 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Current practices in the pipeline industry require increased use of high pressure pipe and pipe fittings to meet expanding natural gas transportation requirements. A study of the current practices in the design and manufacture of pipe and pipe fittings (size on size tees, elbows, concentric reducers) in the range of 16 to 36 inch and with design pressures up to 3000 psi was needed. It was determined that yield strength is not significant to burst pressure or to fatigue, but tensile strength is significant to both. Ultimate tensile strength can be estimated on fittings of unknown origin by non-destructive hardness tests. Recommendations to users based on this study are included in this report. This study includes dimensional data from manufacturers and from fittings and pipe obtained from the Williams Transco unit stock. In addition this study includes comprehensive research of existing standards, linear and non-linear finite element analysis results and full-size instrumented fitting burst test data are included. | L51703 High Pressure Pipe Design | Current practices in the pipeline industry require increased use of high pressure pipe and pipe fittings to meet expanding natural gas transportation requirements. A study of the current practices in […] | publish | Uncategorized | open | open | l51703-high-pressure-pipe-design | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51703-high-pressure-pipe-design/ | 0 | 0 | raw | default | 895 | Legacy | |||||||
| 01/08/1993 | 2754 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Offshore oil and gas developments are underway for water depths beyond which divers can function. The economic lifelines of these projects are the pipelines which will transport the products to shore. In preparation for the day when one of these pipelines will require repair because of a leak, the Pipeline Research Committee of Pipeline Research Council International, Inc. is funding research directed at developing diverless pipeline repair capabilities. Several types of damage are possible, ranging from latent weld defects on one end of the spectrum to damage resulting in parting of the pipe at the other end. This study is specifically directed toward laying the groundwork for development of a diverless pipeline repair clamp for use in repair of leaks resulting from minor pipedefects. The incentive for a clamp type repair is costs. When compared to replacing a section of pipe, either by welding or by mechanical means, the clamp type repair requires much less disturbance of the pipe, less time, fewer operations and less equipment. | L51659 Diverless Pipeline Repair Clamp I | Offshore oil and gas developments are underway for water depths beyond which divers can function. The economic lifelines of these projects are the pipelines which will transport the products to […] | publish | Uncategorized | open | open | l51659-diverless-pipeline-repair-clamp-i | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51659-diverless-pipeline-repair-clamp-i/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 06/03/1991 | 2755 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | For some time, the gas transmission industry has been faced with the problem of standardizing guidelines for welding on "in-service" pipelines. Such guidelines would permit the welding engineer to safely and accurately assess field operations either prior to or during welding. Edison Welding Institute (EWI) and Battelle Memorial Institute (Battelle) separately developed models for predicting hot-tap/repair welding conditions for "in-service" pipelines. EWI researchers developed a field-adaptable technique for "in-service" welding of pipelines that requires actual field measurement of the pipeline's heat-sink capacity. The measured value, in conjunction with extensive experimental field data allows the assessment of acceptable welding procedures to avoid underbead cracking. Battelle researchers devised a different approach to the problem of "in-service" welding. Thermal-analysis computer models were devised that determine acceptable welding parameters to avoid cracking and burnthrough based on heat-transfer equations. Both of the original EWI and Battelle methods were validated through extensive field trials. The result of this work by EWI, Battelle and Kiefner & Associates integrated these two (2) methods into a single "standard" approach suitable for predicting safe welding procedures for welds made on "in-service" pipelines. This report describes the field-adaptable technique, the thermal-analysis models and the validating experimental data. This report further delineates how the EWI and Battelle hot-tap methods were integrated into a new approach to welding on "in-service" pipelines. | L51660 Development of Simplified Weld Cooling Rate Models for In-Service Gas Pipelines | For some time, the gas transmission industry has been faced with the problem of standardizing guidelines for welding on “in-service” pipelines. Such guidelines would permit the welding engineer to safely […] | publish | Uncategorized | open | open | l51660-development-of-simplified-weld-cooling-rate-models-for-in-service-gas-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51660-development-of-simplified-weld-cooling-rate-models-for-in-service-gas-pipelines/ | 0 | 0 | raw | default | 1.195 | Legacy | |||||||
| 01/09/1991 | 2756 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Blasting near buried gas pipelines is a common occurrence, and the blast-induced stresses can be significant relative to normal operational stress limits on a pipeline. Use of explosives for trench blasting in construction of pipelines adjacent to older ones, for strip mining, for highway construction, for quarry blasting, for seismic exploration, for utility construction, etc., in the vicinity of in-service pipelines occurs quite frequently. Consequently, pipeline companies need effective engineering procedures to estimate blast-induced stresses for use in developing realistic blasting guidelines and criteria for specific blasting situations near their pipelines. Blasting activities without limitations would certainly not be safe realistically. This research document records and analyzes data from actual pipeline conditions during blasting in rock for highway construction permitting comparison between experimental and actual results. Continuation of earlier work that developed equations and methods for estimating pipeline stresses for a variety of explosive sources detonated simultaneously in close proximity to pipe. | L51661 Pipeline Response to Blasting in Rock | Blasting near buried gas pipelines is a common occurrence, and the blast-induced stresses can be significant relative to normal operational stress limits on a pipeline. Use of explosives for trench […] | publish | Uncategorized | open | open | l51661-pipeline-response-to-blasting-in-rock | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51661-pipeline-response-to-blasting-in-rock/ | 0 | 0 | raw | default | 695 | Design, Materials & Construction | |||||||
| 01/01/1992 | 2757 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A survey of the gasket and sealant industry identified 27 vendors who were contacted for literature and data. Of these, 11 were subsequently invited to supply detailed literature and samples for screening. These samples were subjected to thermal analysis for weight loss versus temperature followed by high-pressure, hydrostatic testing and fire testing. | L51662 Development and Testing of Asbestos-Free Gasket Materials | A survey of the gasket and sealant industry identified 27 vendors who were contacted for literature and data. Of these, 11 were subsequently invited to supply detailed literature and samples […] | publish | Uncategorized | open | open | l51662-development-and-testing-of-asbestos-free-gasket-materials | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51662-development-and-testing-of-asbestos-free-gasket-materials/ | 0 | 0 | raw | default | 495 | Design, Materials & Construction | |||||||
| 01/09/1991 | 2758 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Major advances have been made in recent years in the production of electric resistance-welded (ERW) and high-frequency induction (HFI)-welded line pipe, particularly in the area of automated process control procedures designed to ensure uniform, high-quality seam welds. ERW/HFI pipe produced from microalloyed, controlled-rolled steels can be obtained in larger diameters and heavier wall thicknesses than were formerly available, and with reportedly excellent seam-weld quality as well as pipe body properties. Thus, it is feasible to consider the application of ERW/HFI pipe in a number of additional applications in gas-transmission lines. The lower cost of the ERW/HFI pipe compared with double submerged arc welded (DSAW) pipe of comparable size has resulted in increased interest in the greater use of this product. This work was undertaken to determine whether the seam weld quality of modern ERW/HFI pipe has been improved to justify more widespread use, particularly in critical locations, with resultant reductions in construction costs. The report describes the test protocol and results from six samples ranging from X60 through X70 pipe provided by PRCI member companies. Variations in weld zone properties in one of the samples are reviewed and attributed in some detail. | L51663 Seam-Weld Quality of Modern ERW-HFI Pipe | Major advances have been made in recent years in the production of electric resistance-welded (ERW) and high-frequency induction (HFI)-welded line pipe, particularly in the area of automated process control procedures […] | publish | Uncategorized | open | open | l51663-seam-weld-quality-of-modern-erw-hfi-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51663-seam-weld-quality-of-modern-erw-hfi-pipe/ | 0 | 0 | raw | default | 595 | Legacy | |||||||
| 31/07/1992 | 2759 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Historically safe operation of thousands of miles of gas- transmission pipeline underscores the merits of hydrotesting. The hydrotest is applied to remove defects, which might exist in the line and could be critical in subsequent service. The hydrotest involves a proof pressurization that is designed to remove defects that could otherwise become critical in service by failing these defects during the time the line is held at the over-pressure. Water is used as the pressurization media to avoid the potential for running fracture, which is possible in cases where defects become critical during the test when using more compressible media (e.g., gases). Hydrotesting is not the only means to ensure defects that could become critical in subsequent service are identified and removed from a line. For example, inline inspection (ILI) procedures are available that permit the identification of specific types of defects, such as corrosion. But because not all lines can be inspected with ILI tools and the need to find types of defects that are not currently detected by inline procedures, hydrotesting remains the method of choice in the USA for natural gas transmission lines. The objective of this study was to determine the growth of various flaw sizes as a result of having been subjected to combinations of test pressures and hold times and to assess the subsequent serviceability of pipelines containing those flaws in gas-transmission service. The purpose of the flaw-growth calculations is to define hydrotest procedures for gas-transmission pipelines that remove flaws that could become critical in service while minimizing the growth of any remaining flaws. This report is the fourth in a series of topical reports dealing with quasi-static ductile flaw growth in pipelines, such as can occur in a hydrotest. Prior reports presented relevant material properties, the theoretical analysis, and the model development and validation. This report presents the results and analysis of an extensive parametric study of ductile flaw growth as a function of maximum test pressure, hold time, flaw geometry, and strength and toughness of the pipe steel representative of submerged-arc welded pipe in grades from X52 through X70 with a yield-to-ultimate ratio less than 0.90. | L51665 Hydrotest Strategies for Gas Transmission Pipelines Based on Ductile-Flaw-Growth Considerations | Historically safe operation of thousands of miles of gas- transmission pipeline underscores the merits of hydrotesting. The hydrotest is applied to remove defects, which might exist in the line and […] | publish | Uncategorized | open | open | l51665-hydrotest-strategies-for-gas-transmission-pipelines-based-on-ductile-flaw-growth-considerations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51665-hydrotest-strategies-for-gas-transmission-pipelines-based-on-ductile-flaw-growth-considerations/ | 0 | 0 | raw | default | 1.095 | Legacy | |||||||
| 24/02/1992 | 2760 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Within the last decade, a number of gas pipeline companies throughout the world have identified the presence of Stress-Corrosion Cracking (SCC) on their pipelines. While the cause of the SCC resulted from a multitude of factors, there appeared to be a commonality relating to pipeline coatings. Although SCC has occurred under polyethylene/PVC tapes and enamel coatings, not a single incident has been recorded where SCC has occurred on a fusion-bonded-epoxy coated line. The three major factors that were thought to account for the difference in the SCC performance of the various coatings were; (1) resistance of a coating to disbonding, (2) the ability to pass current through the coating and thereby protect the disbonded regions and (3) the surface preparation of the line pipe prior to coating application. These factors were addressed in this three-year program for PRCI. This report examines the relationship between coatings and surface preparation and the likelihood of subsequent stress corrosion cracking. Standard Cathodic disbondment tests, measurements of potential gradients beneath disbonded coating, electrochemical measurements of current passages through coatings and actual SCC tests are described and results reported. | L51666 Surface Preparation and Coatings on the Susceptibility of Line Pipe to Stress-Corrosion Cracking | Within the last decade, a number of gas pipeline companies throughout the world have identified the presence of Stress-Corrosion Cracking (SCC) on their pipelines. While the cause of the SCC […] | publish | Uncategorized | open | open | l51666-surface-preparation-and-coatings-on-the-susceptibility-of-line-pipe-to-stress-corrosion-cracking | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51666-surface-preparation-and-coatings-on-the-susceptibility-of-line-pipe-to-stress-corrosion-cracking/ | 0 | 0 | raw | default | 695 | Legacy | |||||||
| 24/01/1992 | 2761 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | During a prior research program, a spiking phenomenon was identified that prevented the measurement of the off potential directly from the pipe-to-soil potential waveform. Furthermore, the spike made it impossible to measure an off potential during current interruption for some period of time following interruption. In recent years, there has been discussion that the spike in the pipe-to-soil potential waveform affects the ability of the CP system to mitigate corrosion. In addition, the increased significance that has been placed on off-potential measurements within the industry has made it important to understand any phenomenon that may affect the ability to measure the off potential. This effort works to establish the cause and effects of the spiking phenomenon. To accomplish this program, a Work Plan was established that provided for the following four tasks: Task 1 - Field Measurements, Task 2 - Circuit Analog Model, Task 3 - Effect of the Spike on Off- Potential Measurements, and Task 4 - Laboratory Experiments. Through this combined effort of field evaluations, modeling, and laboratory experiments, the root cause of the spike was established along with guidelines for making the off-potential measurement. The results of this project provides the CP engineer with a standard practice for measuring off-potentials in the presence of the spiking phenomenon. | L51667 Causes and Effects of the Spiking Phenomenon | During a prior research program, a spiking phenomenon was identified that prevented the measurement of the off potential directly from the pipe-to-soil potential waveform. Furthermore, the spike made it impossible […] | publish | Uncategorized | open | open | l51667-causes-and-effects-of-the-spiking-phenomenon | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51667-causes-and-effects-of-the-spiking-phenomenon/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 02/09/1992 | 2762 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report documents the development of optimized NDT procedures for inspecting sleeve welds made on in-service sleeve welds. Use of these procedural guidelines will improve the accuracy and reliability of NDT test results on sleeve welds. Additional research is required to develop guidelines for in-service branch welds. | L51668 Develop NDT Methods for Welds on In-Service Pipelines III | This report documents the development of optimized NDT procedures for inspecting sleeve welds made on in-service sleeve welds. Use of these procedural guidelines will improve the accuracy and reliability of […] | publish | Uncategorized | open | open | l51668-develop-ndt-methods-for-welds-on-in-service-pipelines-iii | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51668-develop-ndt-methods-for-welds-on-in-service-pipelines-iii/ | 0 | 0 | raw | default | 995 | Integrity & Inspection | |||||||
| 01/04/1992 | 2763 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The general goal of the work described herein is to develop the capability to remotely repair minor leaks in pipelines residing in water depths beyond diver work depths. Wells are now being drilled and production facilities are being installed in these water depths at the time of this writing. A wide range of pipeline damage is conceivable. At the least severe end of the spectrum, leakage due to local corrosion or a latent weld defect is possible. More severe damage such as that caused by anchor snagging or mudslides would likely require a more extensive repair capability. This research is limited to addressing repair of minor leaks repairable by installation of a split repair clamp. This report summarizes the Phase II research effort and results. The objective of Phase I was to lay a foundation for eventual development of specific equipment and systems needed to implement the diverless repair clamp. Phase I may be characterized more as an investigation to broadly identify the state of the art in diverless operations and an effort to identify specific technology weaknesses for more detailed study. Another objective of Phase I was to develop generic mechanical concepts for the diverless repair clamp. The objective of Phase II has been to narrow the research focus to select a most favored concept for the mechanical arrangement of the clamp itself and to conceptually describe a preferred method for deploying the clamp. Specifically, the objectives of Phase II were: 1. Develop conceptual designs associated with two different repair philosophies; 2. Investigate and evaluate alternative fastening technologies and clamp-type sealing mechanisms; 3. Investigate installation-related issues such as pipe preparation, ROV capabilities, and ROV interfaces; and 4. Evaluate the two conceptual designs from both a technical and practical standpoint. | L51669 Diverless Pipeline Repair Clamp-Phase II | The general goal of the work described herein is to develop the capability to remotely repair minor leaks in pipelines residing in water depths beyond diver work depths. Wells are […] | publish | Uncategorized | open | open | l51669-diverless-pipeline-repair-clamp-phase-ii | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51669-diverless-pipeline-repair-clamp-phase-ii/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 01/06/1992 | 2764 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | During the installation of a gas main line, tap valve assemblies can be provided at strategic locations along the pipeline to allow lateral lines to be tied-in. In existing main lines that do not have a tap valve assembly, a lateral tie-in can be made with a hot tap to the main line. The underwater branch connection then consists of the tee or hot tap fitting on the main line plus valves and other fittings as required. The design of underwater branch connections for gas transmission pipelines must comply with the requirements set out in the applicable design codes and regulations. This information can be obtained from the design basis relevant to the main line and the lateral line. The design guidelines presented in this report cover the physical connection of a branch line to a main line. It is assumed that the branch line itself has already been designed. Branch pipelines can feed from or to a main line, but in this study the trunk line is considered to be a part of a gas gathering system which is fed by lateral lines. The maximum lateral line size considered in this report is 12 inch nominal pipe diameter, but much of the material presented here can be applied to larger diameter lateral lines. The design guidelines provided in this report are applicable to diver accessible water depths, which presently exceed 1000 feet. | L51670 Underwater Branch Connection Study | During the installation of a gas main line, tap valve assemblies can be provided at strategic locations along the pipeline to allow lateral lines to be tied-in. In existing main […] | publish | Uncategorized | open | open | l51670-underwater-branch-connection-study | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51670-underwater-branch-connection-study/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 01/07/1992 | 2765 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Extensive research has provided an understanding in the behavior of pipelines subjected to mechanical damage. The presence of a gouge or the combination of a gouge and a dent has been proven detrimental to the burst strength of pipelines. The research has also revealed that plain smooth dents, in the absence of a defect, do not significantly reduce the burst strength of pipelines. On the other hand, plain dents locally increase the pipe stress due to pressure. Thus, fatigue failures from dents can occur from normal operating pressure fluctuations in the lines over a period of time This report documents the testing and analysis work done to establish the effects of pipeline dents (without gouges) under cyclic internal pressure loading. The work consisted of several sub-tasks. First, operators were surveyed regarding the expected dent shapes and failures from dents that had been experienced. Secondly, a full scale test program utilizing 12-3/4" pipe was carried out. In this program eight pipes, each 20" long with diameter/thickness ratios of 18-50, were subjected to three dents each of various sizes and pressure cycled until failure or until 50,000 to 70,000 equivalent cycles of 0 - 1200 psi pressure was achieved. Next, elastic finite element analysis was utilized to determine the significance of dent shapes and lengths. Finally plastic finite element analysis was utilized to determine analytically the stress to pressure ratios so that a fatigue analysis could be done. | L51671 Criteria for Dent Acceptability of Offshore Pipelines | Extensive research has provided an understanding in the behavior of pipelines subjected to mechanical damage. The presence of a gouge or the combination of a gouge and a dent has […] | publish | Uncategorized | open | open | l51671-criteria-for-dent-acceptability-of-offshore-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51671-criteria-for-dent-acceptability-of-offshore-pipelines/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/10/1992 | 2766 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM |
There were two main objectives of this research. The first objective was to verify SINTEFs' pipe/soil interaction model test results, on which the A.G.A. Level 2 and 3 soil models are based. The second objective was to quantify the amount of conservatives built into the model equations for stiffer clay soils (above 30 psf shear strength). The original testing (at SINTEF) was done in soft clay soils (30 psf), and extrapolations to stiffer soils were done very conservatively, because data was not available. To accomplish these two objectives, pipe-soil interaction model tests were conducted at Texas A&M University in clay soils of approximately 30, 75, and 150 psf shear strength. Twenty-seven monotonic loading tests, and fifty-seven cyclic tests concluding with pipe break-out were performed. This is roughly four times the amount of testing originally done on clay by SINTEF. The test parameters and results are summarized in Table 1-1 for the monotonic loading tests, and Table 1-2 for the cyclic (displacement controlled) loading tests. |
L51672 Weight Coating Design for Submarine PL On-Bottom Stability | There were two main objectives of this research. The first objective was to verify SINTEFs’ pipe/soil interaction model test results, on which the A.G.A. Level 2 and 3 soil models […] | publish | Uncategorized | open | open | l51672-weight-coating-design-for-submarine-pl-on-bottom-stability | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51672-weight-coating-design-for-submarine-pl-on-bottom-stability/ | 0 | 0 | raw | default | 50 | Subsea | |||||||
| 29/05/1987 | 2767 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Covers a project to develop a fluid/structure/fracture interactive, inelastic-dynamic computational model for ductile fracture in gas transmission pipelines developed in cooperation with SNAM in Italy to infer specimen-size independent measures of the propagating fracture toughness from small-scale tests on line pipe materials. Verification by CSM on 56-in. diameter.See PR-15-527 (also L51673) | L51673 The Development of a Ductile Pipe Fracture Model | Covers a project to develop a fluid/structure/fracture interactive, inelastic-dynamic computational model for ductile fracture in gas transmission pipelines developed in cooperation with SNAM in Italy to infer specimen-size independent measures […] | publish | Uncategorized | open | open | l51673-the-development-of-a-ductile-pipe-fracture-model | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51673-the-development-of-a-ductile-pipe-fracture-model/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/12/1992 | 2768 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Â Under previous programs for the Pipeline Research Committee, field tested a low frequency eddy current instrument for detecting and characterizing stress corrosion cracks in pipelines was developed. While a significant improvement over conventional magnetic particle inspections in some respects, the eddy current method as it was developed in these programs can only be used with surface breaking defects. Thus, it is limited to use for inspections of pipelines from the outside surface. In this program, we examined the use of a saturating magnetic field to allow increased penetration of the eddy current field into the pipe material, providing the ability to detect and characterize stress corrosion cracks from the interior of the pipeline. Until recently, eddy current inspections of steel were the exception not the norm, primarily because low frequency eddy current instruments were not available. In eddy current testing, the eddy current field grows smaller as it penetrates into the material being tested. | L51674 In-Line Inspection Device for Stress Corrosion Cracks | Â Under previous programs for the Pipeline Research Committee, field tested a low frequency eddy current instrument for detecting and characterizing stress corrosion cracks in pipelines was developed. While a significant […] | publish | Uncategorized | open | open | l51674-in-line-inspection-device-for-stress-corrosion-cracks | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51674-in-line-inspection-device-for-stress-corrosion-cracks/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 01/01/1993 | 2769 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A steel weldment is a composite of zones or layers of different microstructures that possess different material properties. The zones include the base metal (or the sections of pipe), the weld metal, and a complex heat-affected zone (HAZ) of base metal that has been exposed to a variety of thermal cycles resulting in varying microstructures. The material properties of primary concern with respect to the mechanical behavior of the pipe are the stress-strain response (the constitutive properties) and the resistance to initiation and propagation of cracks or tears in the presence of a crack, notch, or other stress concentrator (the fracture toughness properties). Most of the experimental data on the behavior of welds with significant discontinuities were obtained from test specimens with surface or through-thickness notches or cracks. These data typically show an increase in load or nominal ductility for overmatched welds and a decrease in load or nominal ductility for undermatched welds. However, there are cases where the presence of a soft zone may enhance the nominal ductility and cases where overmatched welds will decrease the nominal ductility. The latter is especially likely in a girth weld with a circumferential crack in the HAZ. | L51675 Effects of Weldment Property Variations on the Behavior of Line Pipe | A steel weldment is a composite of zones or layers of different microstructures that possess different material properties. The zones include the base metal (or the sections of pipe), the […] | publish | Uncategorized | open | open | l51675-effects-of-weldment-property-variations-on-the-behavior-of-line-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51675-effects-of-weldment-property-variations-on-the-behavior-of-line-pipe/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/04/1992 | 2770 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Nine sections of advanced high strength line pipes, Grades X70 and X80 have been evaluated during this study. Six of those pipes were Grade X70 and three were Grade X80. Four of the X70 pipes were fabricated from microalloyed steels that were controlled rolled; the other two X70 pipes were controlled rolled plus accelerated cooled. Two of the controlled-rolled X70 pipes were produced from plates from the same slab of continuously cast steel; one was fabricated by the pyramid-rolling process and the other was fabricated by the U-O-E process. Two of the Grade X80 steels were produced from plate that was controlled rolled; one of those was accelerated cooled after controlled rolling. The third X80 pipe was produced from a microalloyed steel plate that was fabricated into pipe, ERW welded, and then heat treated by austenitizing, spray quenching, and tempering. The information obtained from the evaluations of these pipes is summarized in the following sections. | L51676 Evaluation of Modern X70 and X80 Line Pipe Steels | Nine sections of advanced high strength line pipes, Grades X70 and X80 have been evaluated during this study. Six of those pipes were Grade X70 and three were Grade X80. […] | publish | Uncategorized | open | open | l51676-evaluation-of-modern-x70-and-x80-line-pipe-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51676-evaluation-of-modern-x70-and-x80-line-pipe-steels/ | 0 | 0 | raw | default | 849 | Legacy | |||||||
| 21/01/1992 | 2771 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Covers an extensive effort to develop sampling techniques, analytical methodologies, and testing protocols for the rapid in-plant assessment of ionic contaminant concentration levels on the surface of production pipe. The project was sponsored by the PRC and includes the procedure and rationale for establishing threshold limit value for fusion-bonded epoxy (FBE) coatings applied over representative steel surface contaminants. Sampling instructions are provided in an attached 110-page test kit manual for field sampling and analysis. | L51677 Effect of Substrate Contaminants on Fusion-Bonded Epoxy Coatings.pdf | Covers an extensive effort to develop sampling techniques, analytical methodologies, and testing protocols for the rapid in-plant assessment of ionic contaminant concentration levels on the surface of production pipe. The […] | publish | Uncategorized | open | open | l51677-effect-of-substrate-contaminants-on-fusion-bonded-epoxy-coatings-pdf | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51677-effect-of-substrate-contaminants-on-fusion-bonded-epoxy-coatings-pdf/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 18/03/1993 | 2772 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This program completes a 2-year study investigating the effects of SMAW repair welding on the residual stress distribution and fracture toughness of pipeline girth welds. This second year of work, under contract PR-185-9104, has studied double part-wall, standard full-wall and modified full-wall repairs on GMA fabricated girth welds. The modified repair used a stringer bead technique in an effort to enhance the toughness of the repair region. The results of this study indicated the repair welds produced yield magnitude axial residual stresses on the inside and outside pipe surfaces. The hoop residual stresses were approximately equal to half-yield magnitude the inside surface while they were nearly zero in the weld on the outside surface of the pipe. The stress distributions were nearly identical regardless of the type of repair. Fracture toughness was reduced in the double part-wall and standard full-wall repairs. However, the modified full-wall repair produced toughness levels which exceeded the toughness of the original girth weld. This was attributed to grain refinement in the modified repair produced by the stringer bead technique. | L51678 Repair Welding on the Residual Stress Distribution and Fracture Toughness in Girth Welds | This program completes a 2-year study investigating the effects of SMAW repair welding on the residual stress distribution and fracture toughness of pipeline girth welds. This second year of work, […] | publish | Uncategorized | open | open | l51678-repair-welding-on-the-residual-stress-distribution-and-fracture-toughness-in-girth-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51678-repair-welding-on-the-residual-stress-distribution-and-fracture-toughness-in-girth-welds/ | 0 | 0 | raw | default | 249 | Legacy | |||||||
| 01/12/1992 | 2773 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Much of the industries offshore pipeline system, especially in water depths of 100 ft. or less, is approaching its design life. As this pipeline system ages, the likelihood of a failure due to erosion and/or corrosion in any part of the system is expected to increase. Other factors such as operational errors, vessel related impacts, and environmental phenomenon all contribute to offshore pipeline failures. The basic technology for repairing damaged or failed pipelines offshore has been known for several years. This technology continues to be refined and developed to meet more hostile environments and to improve reliability. At the same time, attempts are being made to minimize the time taken to affect a repair, thereby reducing the downtime of the line and the total cost of the repair. Three volumes intended to provide the field engineer a guide for the identification and selection of an appropriate diver-assisted repair method for the determination of the required service support, the location of the appropriate repair hardware, and an estimation of the time and cost associated with the repair. | L51679 Diver Assisted Pipeline Repair Manual | Much of the industries offshore pipeline system, especially in water depths of 100 ft. or less, is approaching its design life. As this pipeline system ages, the likelihood of a […] | publish | Uncategorized | open | open | l51679-diver-assisted-pipeline-repair-manual | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51679-diver-assisted-pipeline-repair-manual/ | 0 | 0 | raw | default | 749 | Legacy | |||||||
| 01/11/1990 | 2734 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Stress corrosion cracking poses a serious threat to aging underground cathodically protected gas pipelines. As coatings deteriorate, conditions conducive to both corrosion and stress corrosion cracking become more common. There have been many ruptures in various pipelines throughout the world attributed to SCC. One of the most important steps in combating failure by stress corrosion cracking is regular, reliable and cost effective monitoring of the pipelines. Current methods available (including hydrotesting and MT) are either expensive, time consuming, or not entirely reliable. Regular testing of pipes would also improve understanding of stress corrosion cracking initiation and propagation. Field trials of a prototype remote control stress corrosion cracking (SCC) detection vehicle took place from the May 21st 1990 to the June 1st 1990, at Peterborough in South Australia, as part of an agreement with the Pipeline Research Committee, of the Pipeline Research Council International, Inc. The present vehicle is self-contained, battery powered and is controlled by an on board computer. The vehicle can operate in an evacuated line and maintains a telemetry radio link with a monitoring computer at the pipe entry position. The detection system consists of two piezoelectric ultrasonic wheel probes fired by dedicated electronics. The vehicle is programmed to move through a certain section of pipe to record areas of ultrasonic activity corresponding to SCC in the bottom section of the pipe. | L51637 Development of an Ultrasonic Stress Corrosion Cracking Detection Vehicle | Stress corrosion cracking poses a serious threat to aging underground cathodically protected gas pipelines. As coatings deteriorate, conditions conducive to both corrosion and stress corrosion cracking become more common. There […] | publish | Uncategorized | open | open | l51637-development-of-an-ultrasonic-stress-corrosion-cracking-detection-vehicle | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51637-development-of-an-ultrasonic-stress-corrosion-cracking-detection-vehicle/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/02/1991 | 2735 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Report represents a significant compendium of information on the capabilities and limitations of submersible remotely operated vehicles. It is an excellent primer for an outsider or new engineer. It is also a good review for the experienced engineer who must contract for ROV services to make an inspection or repair. | L51639 Technology of Submersible Remotely Operated Vehicles | Report represents a significant compendium of information on the capabilities and limitations of submersible remotely operated vehicles. It is an excellent primer for an outsider or new engineer. It is […] | publish | Uncategorized | open | open | l51639-technology-of-submersible-remotely-operated-vehicles | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51639-technology-of-submersible-remotely-operated-vehicles/ | 0 | 0 | raw | default | 50 | Subsea | |||||||
| 01/04/1991 | 2736 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Pipe-to-soil potential measurements are the primary means for monitoring the effectiveness of cathodic protection (CP) systems. All criteria for cathodic protection employ, in one form or another, a potential measurement of the pipe with respect to a reference electrode. Although the pipeline industry obviously depends on pipe-to-soil potential measurements for monitoring CP systems, very little is known concerning what portion of the pipe is being sampled by the potential measurement. Prior to performing this project, many questions remained unanswered, such as: (1) what is the length of pipe being sampled by aboveground measurements, (2) is the potential sampled an average value around the circumference of the pipe or do above-ground measurements sample only the potential at the top of the pipe, and (3) how far away can a holiday or potential anomaly be detected. The overall objective of this research program was to improve the ability to perform and interpret close interval on-potential and off-potential surveys. The following general conclusion can be made based on the results of this study. Ground level potential measurements provide average potential values, which are weighed based on pipe diameter, pipe depth, coating versus bare pipe, and other factors. Thus, close interval surveys should be considered as another tool to provide information on the condition of the pipe but should not be interpreted as providing definitive information on that condition. Benefit: This research was a three-year program conducted for the Corrosion Supervisory Committee of PRCI with the main focus directed at establishing the area of pipe sampled during a pipe-to-soil potential measurement. The program was divided into two parts: bare pipelines and coated pipelines. The work examining bare pipelines was performed during 1988 and 1989, and the work examining coated pipelines was performed during 1990. The overall objective of this program was to improve the ability to perform and interpret close-interval potential surveys. | L51640 Improved Pipe-to-Soil Potential Survey Methods | Pipe-to-soil potential measurements are the primary means for monitoring the effectiveness of cathodic protection (CP) systems. All criteria for cathodic protection employ, in one form or another, a potential measurement […] | publish | Uncategorized | open | open | l51640-improved-pipe-to-soil-potential-survey-methods | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51640-improved-pipe-to-soil-potential-survey-methods/ | 0 | 0 | raw | default | 495 | Corrosion | |||||||
| 13/03/1990 | 2737 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The inspection of welds made onto in-service pipelines, which are made primarily for attaching branch connections and repair sleeves, has been the subject of much concern in recent years. The difficulties associated with the inspection of these welds have long been recognized and, historically, the amount of inspection given to such welds has been small. The inspection of welds joining various appurtenances to pipelines is hampered for a number of reasons. The joint geometries can vary considerably, but none of them are particularly suited to detailed inspection. Surface techniques, such as magnetic particle and liquid-penetrant testing, rely on the flaws being at or near the surface, and this is not necessarily the case with the welds of concern. Radiography is difficult since it is not possible to place a radiation source within the pipeline. Ultrasonic inspection is, therefore, the only option if a full volumetric inspection is required. This is made difficult by the inherent complex geometries, and limited access to many of the welds. Welding on pipelines containing flowing, pressurized products results in very rapid cooling of the weld metal and heat-affected-zone regions, significantly increasing the risk of cracking. The use of high hydrogen consumables (specifically EXX10 SMAW electrodes) adds considerably to the risk The probability of discontinuities forming during welding on in-service pipelines is therefore considerably greater than for pipelines that do not contain flowing products. The goal of the present work was to evaluate existing techniques, and to develop and verify improved methodsfor inspection of such welds. In the first phase of this program, welded assemblies that contain realistic examples of discontinuities that occur in practice were produced In the second phase, the reliability of existing nondestructive testing methods were evaluated along with the reliability of novel nondestructive testing systems. The overall objectives of these first two phases were to evaluate the accuracy and reliability of nondestructive testing methods currently applied to welds made onto in-service pipelines, and to assess the improvement possible with methods that are more advanced, but so far have had limited application to these welds. The objective for the Phase III continuation of this project is to demonstrate the accuracy and reliability of nondestructive testing methods using procedures that are optimized based on the knowledge acquired in the first two phases. | L51641 Evaluate NDT Methods for Welds in Service | The inspection of welds made onto in-service pipelines, which are made primarily for attaching branch connections and repair sleeves, has been the subject of much concern in recent years. The […] | publish | Uncategorized | open | open | l51641-evaluate-ndt-methods-for-welds-in-service | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51641-evaluate-ndt-methods-for-welds-in-service/ | 0 | 0 | raw | default | 250 | Legacy | |||||||
| 17/06/1991 | 2738 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Electric resistance welded (ERW) pipe has been used in the natural gas transmission industry for many years. The Department of Transportation (DOT) has recently expressed interest in the integrity of the weld seam in pipelines made from ERW pipe that was manufactured prior to 1970. Specifically, the DOT has requested that natural gas transmission and hazardous liquid pipeline operators determine whether or not their pipelines that meet this description require hydrostatic proof testing. The initial concern from the DOT was for seam weld selective corrosion, although reference has since been made to growth of manufacturing discontinuities in the ERW seam. Early ERW pipe was manufactured using either direct current or low-frequency alternating current, processes that were prone to producing incomplete fusion discontinuities. These discontinuities (also referred to as cold welds, penetrators, etc.), if present in a pipeline, can grow under normal service or under upset operating conditions resulting in leaks or ruptures. There exists a need for a method that a pipeline operator could use to demonstrate the integrity of pipelines that were made from this older ERW pipe other than hydrostatic testing, which is expensive and potentially harmful to pipeline integrity. The use of a nondestructive-examination (NDE) technique would enable an operator to sample the integrity of a suspect pipeline during other routine in-service maintenance operations without the need for hydrostatic testing. The detection of incomplete fusion discontinuities is difficult if not impossible with conventional NDE techniques. The intimate mechanical contact between compressed surfaces causes a small amount of reflection and a large amount of transmission of ultrasonic signals. Recently however, several ultrasonic techniques have been introduced to study these types of discontinuities in resistance spot welds and inertia friction welds. These new techniques are based on ultrasonic spectroscopy, that is, the frequency dependence of the various ultrasonic interfacial parameters. These parameters include reflection and transmission coefficients and the frequency dependence of ultrasonic volumetric parameters (e.g., velocity and attenuation). | L51642 Field Nondestructive Examination of ERW Pipe Seams | Electric resistance welded (ERW) pipe has been used in the natural gas transmission industry for many years. The Department of Transportation (DOT) has recently expressed interest in the integrity of […] | publish | Uncategorized | open | open | l51642-field-nondestructive-examination-of-erw-pipe-seams | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51642-field-nondestructive-examination-of-erw-pipe-seams/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/06/1991 | 2739 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Hydrostatic testing is widely used to demonstrate pipe-line integrity. The test has been used to validate the maximum allowable operating pressure (MAOP) of lines being commissioned. As existing pipelines age, the test is also being used to revalidate integrity following repairs. Repeated hydrotesting over some interval of time is also being considered as a regulatory measure. Both the initial hydrotest and subsequent repeated hydrotesting introduce the possibility for flaw growth, with low cycle fatigue being an obvious concern. Historically established safe operation points to the adequacy of hydrotesting to operating pressure ratios that range in the U.S. from 1.10 to 1.5 times MAOP. Federal regulations limit the peak MAOP for gas transmission pipelines to a value corresponding to 72 percent of the specified minimum yield stress (SMYS) of the material and set the minimum test pressure at 1.25 times the maximum operating pressure (MOP). This report is the third in a series of topical reports that document the development and validation of a model that simulates the ductile growth of axial part-through-wall (PTW) flaws in linepipe. This program is performed under the auspices of the Pipeline Research Committee of PRCI and control of the NG-18 Structural Integrity Subcommittee chaired by Dr. Brian Rothwell. The objective of this study was to develop a validated model to characterize ductile growth of axial PTW flaws due to the effects of a hydrotest or repeated hydrotesting. | L51643 Development and Validation of a Ductile Flaw Growth Analysis for Gas Transmission Line Pipe | Hydrostatic testing is widely used to demonstrate pipe-line integrity. The test has been used to validate the maximum allowable operating pressure (MAOP) of lines being commissioned. As existing pipelines age, […] | publish | Uncategorized | open | open | l51643-development-and-validation-of-a-ductile-flaw-growth-analysis-for-gas-transmission-line-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51643-development-and-validation-of-a-ductile-flaw-growth-analysis-for-gas-transmission-line-pipe/ | 0 | 0 | raw | default | 345 | Legacy | |||||||
| 01/03/1991 | 2740 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Submarine pipelines are usually laid from the ocean surface onto the ocean floor using specially designed ships and barges. Lengths of pipes are welded together on board the barge to form the pipeline and then the pipeline is passed over a ramp called a stinger on its way to the ocean floor. A constant tension force is applied to the pipeline on the barge to prevent it from buckling as it approaches the ocean floor. For thin wall pipes, the high stresses could result in local buckling of the pipeline. This report describes ananalytical and experimental research study to determine the effect of buckle arrestors on stresses and buckling behavior of submarine pipelines during their installation. | L51644 Effect of Buckle Arrestors on Pipeline Failure During Pipelaying Operation | Submarine pipelines are usually laid from the ocean surface onto the ocean floor using specially designed ships and barges. Lengths of pipes are welded together on board the barge to […] | publish | Uncategorized | open | open | l51644-effect-of-buckle-arrestors-on-pipeline-failure-during-pipelaying-operation | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51644-effect-of-buckle-arrestors-on-pipeline-failure-during-pipelaying-operation/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 01/03/1991 | 2741 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This study identifies mechanical connectors which could be utilized in the J-Lay method of offshore pipeline construction. The J-Lay method offers advantages over the more conventional S-Lay method in deep water because the method imposes much lower stresses in the pipe during installation. It has the disadvantage that only one station is available for pipe joining, whereas in the S-Lay method 5-7 stations are available. The incentive for this project lies in finding a rapid joining method which overcomes the disadvantage of only one joining station. Screening tests were developed to identify mechanical connectors suitable for use in the J-Lay method of offshore pipeline construction. A scope of work for the developing the screening tests was prepared by Sweet & Aiken, Inc., and is included in this report as Appendix 4 (PR-203-910). The J-Lay method offers advantages over the S-Lay method in deep water because it imposes much lower stresses on the pipe during installation. Two connectors each from four different manufacturers were tested with 8 5/8 inch O.D. , 0.438 inch wall thickness, API 5LX-52 pipe. All connections passed combined load tests (internal pressure, tension, bending, and torsion) without any problems or leaks. | L51645 Screening of Connectors for J-Lay Operations | This study identifies mechanical connectors which could be utilized in the J-Lay method of offshore pipeline construction. The J-Lay method offers advantages over the more conventional S-Lay method in deep […] | publish | Uncategorized | open | open | l51645-screening-of-connectors-for-j-lay-operations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51645-screening-of-connectors-for-j-lay-operations/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/02/1990 | 2742 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The feasibility of laying offshore pipelines in deep waters, to 3000 feet and beyond, has been established by theoretical studies by a number of different individuals and organizations over the past several years. These various theoretical studies are now being tested and refined as pipelines and production facilities are being installed in ever-deeper waters. A pipeline failure in these great depths would be intolerable, among other reasons because of the great difficulty and exorbitant expense of performing a deepwater repair. A thorough understanding of the buckling and collapse behavior of pipe is, therefore, becoming ever more critical as these oil and gas production facilities get progressively deeper. Recognizing a need for further research into the collapse behavior of pipe, Pipeline Research Council International, Inc. undertook in 1984 a three-phase program to develop a deeper understanding of basic pipe collapse phenomena. Phase I of this program (1984-1985) focused on the effects of imperfections on pipe collapse. This work was done in the laboratory of Professor Stelios Kyriakides at The University of Texas at Austin, and involved the testing of numerous small-scale steel and aluminum tubes. The Phase II program (1986-1987), also performed at The University of Texas, considered the effects of construction loads. The final Phase III program (1988-1989) was intended as a full-scale verification of the small-scale tests conducted in the previous two phases. This program was conducted at Stress Engineering Services in Houston under the direction of Dr. Joe Fowler, and consisted of Pure Collapse Tests of 16-inch Pipe (16 samples). Pressure vs. Tension Tests of 6 5/8-inch Pipe (18 samples), and Pressure vs. Bending Tests of 6 5/8-inch Pipe (18 samples). | L51646 Collapse of Offshore Pipelines Seminar Proceedings | The feasibility of laying offshore pipelines in deep waters, to 3000 feet and beyond, has been established by theoretical studies by a number of different individuals and organizations over the […] | publish | Uncategorized | open | open | l51646-collapse-of-offshore-pipelines-seminar-proceedings | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51646-collapse-of-offshore-pipelines-seminar-proceedings/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 27/06/1991 | 2743 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Â One of the major problems associated with developing fitness-for-purpose procedures for sleeve and branch welds is the prediction of the local stress distribution at the welds. Since the presence of a sleeve or branch will increase the local stiffness of the pipe and give rise to local stress concentration effects, the stress distribution at sleeve or branch welds cannot be readily estimated using simple stress analysis. This project studied the structural behavior of sleeve and branch connections in pipelines. Because these connections create local stress concentration effects, where several potential crack orientations need to be considered, the stress distribution at these points cannot be estimated using simple stress analysis. In this research, finite element analyses were performed to determine: (1) the local stress distribution resulting from internal pressure and remotely-applied tensile and bending loads at sleeve and branch welds; (2) the effects of sleeve thickness and length; (3) the effect of poor fits (i.e., gaps between the pipe and sleeve); and (4) the effect of a through-wall crack at sleeve and branch welds in pressurized pipe. | L51648 Fitness-For-Purpose Assessment Procedures for Sleeve and Branch Welds in Pipelines | Â One of the major problems associated with developing fitness-for-purpose procedures for sleeve and branch welds is the prediction of the local stress distribution at the welds. Since the presence of […] | publish | Uncategorized | open | open | l51648-fitness-for-purpose-assessment-procedures-for-sleeve-and-branch-welds-in-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51648-fitness-for-purpose-assessment-procedures-for-sleeve-and-branch-welds-in-pipelines/ | 0 | 0 | raw | default | 450 | Legacy | |||||||
| 01/07/1991 | 2744 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The construction of a pipeline involves the joining, end to end, of a series of standard lengths of pipe together with other connections to the necessary valves, pumps, etc. Technically, when considered in isolation, this is a relatively simple joining operation and a number of processes can be used to perform it. When all of the production constraints are taken into consideration, however, the selection task becomes considerably more complex. Pipe diameter and wall thickness ranges are wide and new pipe materials are continuously becoming available. On land the terrain can vary from prairie to mountains and from swamps to urban surroundings. A significant proportion of pipe laying is also being done at sea in water depths which can exceed 3,300 feet (1000m). Regardless of all of these changing circumstances, one factor remains constant, a need to produce a technically acceptable pipeline at the lowest possible overall cost. This report reviews the development of welding processes in two main categories, Fusion Welding and Forge Welding. Non Destructive Testing (NDT) is also reviewed. Within each category, each process is considered separately in terms of process principles, general applications, application to pipeline welding, equipment for pipe welding, consumables, process tolerance and skill requirements, weld quality and inspection, process economics, limitations and future developments. Similar areas areconsidered in the section on NDT. | L51649 A Study of Processes for Welding Pipelines | The construction of a pipeline involves the joining, end to end, of a series of standard lengths of pipe together with other connections to the necessary valves, pumps, etc. Technically, […] | publish | Uncategorized | open | open | l51649-a-study-of-processes-for-welding-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51649-a-study-of-processes-for-welding-pipelines/ | 0 | 0 | raw | default | 595 | Legacy | |||||||
| 01/10/1991 | 2745 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In an earlier project it was demonstrated that it may be permissible to relax the NACE MR-01-75 (2) hardness restriction of 22HRC maximum for regions of a pipeline girth weld that are not in direct contact with H2S-containing environments. The objective of this report is to provide quantitative data on which permissible relaxations in hardness limits for external local hard zones in pipelines designed for sour service can be made. This report presents additional data to supplement that obtained in a previous PRCI project conducted at TWI. Further pipe materials with differing pipe wall thickness have been welded, exposed to an internal H2S containing environment and examined for sulphide stress corrosion cracking (SSCC). | L51650 The Significance of Local Hard Zones on the Outside of Pipeline Girth Welds-Further Studies | In an earlier project it was demonstrated that it may be permissible to relax the NACE MR-01-75 (2) hardness restriction of 22HRC maximum for regions of a pipeline girth weld […] | publish | Uncategorized | open | open | l51650-the-significance-of-local-hard-zones-on-the-outside-of-pipeline-girth-welds-further-studies | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51650-the-significance-of-local-hard-zones-on-the-outside-of-pipeline-girth-welds-further-studies/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 09/02/1992 | 2746 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Over the last decade, a number of recognised - but non-mandatory - Fitness-for-Purpose (FfP) or Engineering Critical Assessment (ECA) codes have become available which allow establishment of tolerable defect sizes in line pipe girth welds. Conceptually, the philosophy of an ECA/FFP defect assessment is torelate the operating stresses, the defect geometry (length and depth), the mechanical and toughness properties of the defected region. In deriving tolerable girth weld defect sizes, an optimized analysis is made in order to ensure that the calculated defect size is tolerable both from a (brittle/unstable) fracture and stable (plastic collapse) failure viewpoint. This report, the first in a three volume series (see also L51685 and L51711), summarizes the assumptions and limitations of currently used fitness-for-purpose based defect analysis methods. The focus is on the effect of differences between pipe and weld metal yield strengths on the capabilities of the PD 6493, WES 2805, API 1104, CSA Z184, and BS 4515 girth weld defect acceptance fitness-for-purpose analysis methods. The investigation also includes case studies to evaluate weld metal yield strength effects on failure behavior. | L51651 The Effect of Weld Metal Matching on Girth Weld Performance-Volume 1-A General Literature Review | Over the last decade, a number of recognised – but non-mandatory – Fitness-for-Purpose (FfP) or Engineering Critical Assessment (ECA) codes have become available which allow establishment of tolerable defect sizes […] | publish | Uncategorized | open | open | l51651-the-effect-of-weld-metal-matching-on-girth-weld-performance-volume-1-a-general-literature-review | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51651-the-effect-of-weld-metal-matching-on-girth-weld-performance-volume-1-a-general-literature-review/ | 0 | 0 | raw | default | 1.195 | Legacy | |||||||
| 09/02/1992 | 2747 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This is a two-part study. See report L51712 for part two. The integrity of girth weld defects in gas transmission pipelines is ensured by non-destructive inspection procedures. The acceptance level of pipeline girth weld defects revealed by non-destructive testing is commonly based on workmanship quality control. Workmanship defect acceptance levels, however, are based on experience and are, by necessity, both arbitrary and often conservative. An alternative approach of defect acceptance in pipeline girth welds is based on the concept of fitness-for-purpose. This report describes the results of an experimental investigation into the failure behavior of defected girth welds in large diameter line pipes. The focal point of the evaluations was the study of the weld metal yield strength matching effects on weld metal root crack tolerance. The objectives were achieved by testing six girth welds in API5LX65 pipe sections of 916 mm (36 in.) in diameter with a 25,4 mm(1 in.) wall thickness. The girth welds were made with 90 ksi (E9010-G) tensile strength -low toughness- cellulosic electrodes. This electrode was chosen to obtain weld deposit yield strength overmatching. | L51652 Fracture Behavior of Large Diameter Pipeline Girth Welds-Effect of Weld Metal Yield Strength | This is a two-part study. See report L51712 for part two. The integrity of girth weld defects in gas transmission pipelines is ensured by non-destructive inspection procedures. The acceptance level […] | publish | Uncategorized | open | open | l51652-fracture-behavior-of-large-diameter-pipeline-girth-welds-effect-of-weld-metal-yield-strength | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51652-fracture-behavior-of-large-diameter-pipeline-girth-welds-effect-of-weld-metal-yield-strength/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 09/02/1992 | 2748 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The first use of radiographic standards for inspection and acceptance of finished girth welds was adopted by API in 1953. This standard was largely based on the Unfired Pressure Vessel Code which was adopted by ASME in 1931. At that time and to this day, weld defect acceptance standards are based on workmanship principles. In other words, the so called "Workmanship defect acceptance standards" reflect the weld quality levels produced by. a trained welder using satisfactory materials, equipment and procedures. For many years exclusive use was made of the API 1104 workmanship defect acceptance levels for all field pipeline and related facilities welds. This, and very similar defect acceptance standards (e.g. BS 4515, CSA 2184, AS 1697, etc.) are used in many countries throughout the world. Though the specified acceptance levels have no scientific basis, the use of workmanship standards has provided an adequate level of quality control for many years. Particularly worthy of attention in this context is the fact that the currently stipulated levels have been developed for welds in lower strength pipe grades. Unfortunately, the developments in acceptance levels have not kept pace with those occurring in-pipeline technology. Furthermore, pipe size, strength and toughness, weld metal properties or pipeline operating conditions are not considered in the present-day defect acceptance standards. Problems of this kind have led companies involved in gas/oil transporting activities to develop their own standard requirements or at least to produce a supplement to the general standards. This report describes the results of an investigation into the engineering significance of girth weld defect acceptance criteria based upon weld quality (or workmanship) considerations. To this end, research efforts were divided into a theoretical and an experimental part. The theoretical study involved a comparison of internationally used weld quality standards and codes for pipeline welding in order to identify the general features common to them and to obtain a clear view of the different acceptability criteria. The experimental part was designed to provide factual information on the failure behaviour of defective girth welds in large pipe diameter pipe lines. The focal point of the experimental examinations was to compare, on the basis of wide plate test specimen behaviour, the performance levels of girth welds containing planar weld defects which were grossly out of tolerance with respect to most present-day weld quality (workmanship standards) specifications. | L51653 Fracture Behavior of Girth Welds Containing Natural Defects Comparison with Existing Standards | The first use of radiographic standards for inspection and acceptance of finished girth welds was adopted by API in 1953. This standard was largely based on the Unfired Pressure Vessel […] | publish | Uncategorized | open | open | l51653-fracture-behavior-of-girth-welds-containing-natural-defects-comparison-with-existing-standards | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51653-fracture-behavior-of-girth-welds-containing-natural-defects-comparison-with-existing-standards/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/04/1992 | 2749 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | There was a need to define the spatial density of stress-corrosion crack arrays that develop in operating gas-transmission pipelines and in laboratory test specimens of line-pipe steel, to improve understanding of the factors that control the density and provide data to test models of pipeline cracking. Within the broad definition of crack density are included the locations, numbers, lengths, depths, and degree of linkage of cracks. An analysis has been conducted of location, numbers, lengths, depths, and degree of linkage of stress-corrosion crack colonies in samples from the field and from laboratory tests. This has provided data to test any model of the cracking of pipelines. Thus, it is shown that crack densities are of the order of 5 cracks/mm of distance normal to the crack length direction and that the depths and lengths of cracks are distributed according to log normal and Weibull functions. During the growth stage of cracks in a colony, their spatial distribution is not random, because of the interaction of their associated stress fields. That interaction also results in the coalescence of cracks, an extremely important part of the overall growth process, and that interaction is defined quantitatively to provide further information to which modeling must aspire. | L51654 Spatial Densities of Stress-Corrosion Cracks in Line-Pipe Steels | There was a need to define the spatial density of stress-corrosion crack arrays that develop in operating gas-transmission pipelines and in laboratory test specimens of line-pipe steel, to improve understanding […] | publish | Uncategorized | open | open | l51654-spatial-densities-of-stress-corrosion-cracks-in-line-pipe-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51654-spatial-densities-of-stress-corrosion-cracks-in-line-pipe-steels/ | 0 | 0 | raw | default | 395 | Corrosion | |||||||
| 01/09/1991 | 2750 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The quality of inlet air consumed by pipeline gas turbines plays a significant role in the performance, maintenance, and economy of turbine operations. The airborne contaminants may cause degradation of compressor blades and hot gas path components, primarily by erosion, corrosion, and fouling. For gas turbine service, air contamination is characterized by dust loading of the air (mass of dust per unit volume), chemical composition of the particulate matter, and particle size distribution. To ensure properly conditioned clean air for reliable performance under difficult conditions, the particulate contaminants must be removed by inlet air filters. The purpose of this program was to validate the use of new technology for self-cleaning are inlet filtration on gas turbine pumping applications. An approach utilizing triboelectrification of fabric filters was examined by testing to determine the efficiency, cleanability, pressure drop versus flow, and dust-holding capacity of seven pairs of filter cartridges: six fabric and one paper. While triboelectric (TE) properties of the fabric filter media yield no apparent improvement in filter properties relative to non-TE designs, electrically neutral fabric filters represent a major advance over conventional filters and the paper-media self-cleaning filter which were tested. | L51655 Improved Intake Air Filtration Systems | The quality of inlet air consumed by pipeline gas turbines plays a significant role in the performance, maintenance, and economy of turbine operations. The airborne contaminants may cause degradation of […] | publish | Uncategorized | open | open | l51655-improved-intake-air-filtration-systems | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51655-improved-intake-air-filtration-systems/ | 0 | 0 | raw | default | 349 | Compressor & Pump Station | |||||||
| 01/01/1992 | 2751 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Protection of gas-transmission pipelines from external corrosion is achieved by the application of a good anticorrosion coating and cathodic protection. In very rocky areas, pipeline-construction operations sometimes dictate that an external impact-resistant or barrier material be applied over the pipe to protect the anticorrosion coating from damage during backfilling. The use of a select backfill, such as compacted sand, is often specified, but transportation of the backfill and access to sufficient right-of-way to truck the sand into more remote areas becomes costly. As an alternative, recent practice has been to specify that a barrier coating of concrete or urethane foam be applied over the anticorrosion coating. However, concern has been raised regarding possible shielding of cathodic-protection currents by these external barrier materials. This project investigates the shielding effects of barrier coatings on attempts to maintain CP levels on natural gas pipelines. Investigation included lab experiments with five representative barrier coatings materials carried out to determine the degree to which shielding occurred and the levels of CP needed to overcome this effect when occurring. | L51656 Shielding Effects on Concrete and Foam External Pipeline Coatings | Protection of gas-transmission pipelines from external corrosion is achieved by the application of a good anticorrosion coating and cathodic protection. In very rocky areas, pipeline-construction operations sometimes dictate that an […] | publish | Uncategorized | open | open | l51656-shielding-effects-on-concrete-and-foam-external-pipeline-coatings | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51656-shielding-effects-on-concrete-and-foam-external-pipeline-coatings/ | 0 | 0 | raw | default | 549 | Legacy | |||||||
| 01/01/1991 | 2752 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Stress-corrosion cracking (SCC) can occur in gas transmission pipelines. These cracks initiate on the exterior of the bulk pipe material and grow in the axial and radial direction. Access for comprehensive nondestructive inspection systems is generally limited to inside the pipe itself. Since these defects can lead to leaks and failures, a need of the gas pipeline industry is the in-line detection and characterization of stress-corrosion cracks. Previous research has shown the remote field eddy current (RFEC) technique can detect SCC in gas transmission lines. The objective of this program is to quantify the SCC detection and characterization capability of this technique. The internal nature of the RFEC technique identifies it as a potential candidate for in-line inspection. The through-transmission nature of RFEC technique is a major advantage over other nondestructive tests since it ensures the complete inspection of the entire pipe wall. This electromagnetic inspection technique requires no coupling agent to transmit inspection energy from a source, to the defect, and then to the sensor. If it can be shown that the RFEC technique is effective in detecting, identifying, and sizing SCC and other defects, the technique is a candidate for in-line inspection implementation. | L51657 Remote Field Eddy Current Detection of Stress-Corrosion Cracks – Phase II | Stress-corrosion cracking (SCC) can occur in gas transmission pipelines. These cracks initiate on the exterior of the bulk pipe material and grow in the axial and radial direction. Access for […] | publish | Uncategorized | open | open | l51657-remote-field-eddy-current-detection-of-stress-corrosion-cracks-phase-ii | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51657-remote-field-eddy-current-detection-of-stress-corrosion-cracks-phase-ii/ | 0 | 0 | raw | default | 345 | Legacy | |||||||
| 01/10/1991 | 2753 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM |
The technology and procedures for the inspection of pipelines from offshore production and process facilities to shore or other offshore installations has developed rapidly in recent years. This rapid development can be attributed to several factors including pipeline operators protecting their investment in their lines, heightened environmental protection concerns, and increasing regulatory requirements.
A limited number of the offshore pipeline systems in the U.S. currently include the ability to inspect the trunkline using either an ultrasonic or magnetic particle inspection pig. This pig is moved through the pipeline with the product flow from the trunkline's point of origin offshore to an onshore or nearshore facility. As the pig moves through the line, it takes and stores measurement readings which can be downloaded and interpreted after the pig is removed from the line. While inspection pig technology can provide the pipeline operator with valuable information, several factors can prohibit development of a successful trunkline inspection pigging program. Because inspection pigs have onboard data measurement and storage facilities, they are significantly longer and heavier than foam or scraper pigs, and must be articulated to negotiate pipe bends. The minimum negotiable bend radius varies among inspection pig vendors, but is typically between 3 - 5 pipe diameters. The drive cups on an articulated pig are located in the front to prevent buckling. The cups must maintain a close fit with the inside pipe diameter to propel the pig through the pipeline and can stall or jam in a multi-diameter pipeline.
The scope of the project includes the development of several basic concepts which, in principle, meet the project objectives. These concepts have been evaluated from several technical viewpoints and two primary concepts selected for further development. A preliminary design effort, carried out on both primary concepts, includes:
Structure stress calculations; Detailed layouts of major assemblies and components Step by step installation, operation, and maintenance procedures; Detailed capital and operating cost development. A basic scenario of a 12"Â ANSI 900# rated system in 400 ft. water depth is used for both concepts. A sensitivity analysis for the effects of greater and lesser water depths (800 ft. and 100 ft.) and a change in pipe size to 8"Â nominal is also included. |
L51658 Subsea Pig Recovery Concepts | The technology and procedures for the inspection of pipelines from offshore production and process facilities to shore or other offshore installations has developed rapidly in recent years. This rapid development […] | publish | Uncategorized | open | open | l51658-subsea-pig-recovery-concepts | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51658-subsea-pig-recovery-concepts/ | 0 | 0 | raw | default | 695 | Legacy | |||||||
| 01/04/1988 | 2714 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A flow test was performed on the Seagull Shoreline System (SSS) and Enron's associated gas gathering system. The purpose of the flow test was to obtain field pressure drop and holdup data from a large diameter gas condensate pipeline. The validity of various two-phase correlations either proposed in the open literature or under development is generally established based upon comparison with field and/or laboratory measurements. Since accessible large diameter data is limited, most of these comparisons have been made with small diameter pipes. The application of the resulting correlations to actual large diameter pipelines has proven less than satisfactory in many cases particularly as regards holdup prediction. The objective of the flow test was to gather data in the mid-velocity range from a large diameter two-phase gas-condensate pipeline. The data, in particular pressure drop and holdup, will supplement the current PRCI data bank, which is used for correlation development and will add to the knowledge of two-phase flow in pipelines. This report presents the data along with its interpretation. In addition, comparisons are made with calculated results using PHE's two-phase flow computer program and associated correlations. | L51612 Seagull Shoreline System Flow Test-1987 | A flow test was performed on the Seagull Shoreline System (SSS) and Enron’s associated gas gathering system. The purpose of the flow test was to obtain field pressure drop and […] | publish | Uncategorized | open | open | l51612-seagull-shoreline-system-flow-test-1987 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51612-seagull-shoreline-system-flow-test-1987/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 06/09/1989 | 2715 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report describes the present state of development of the ultrasonic pipe inspection vehicle being jointly developed by C.W. Pope and Associates and the Centre for Industrial Control Sciences at the University of Newcastle, Australia. The present aim is the evaluation of unpressurised pipelines to record areas of stress corrosion cracking (SCC) at relatively low cost and with minimum sophistication.The report addresses the suitability of ultrasonics in detecting stress corrosion cracking, outlines the system developed to date, and presents results and discussion from the laboratory trials in which the vehicle has been run in four samples of pipeline containing SCC. | L51613 Ultrasonic Vehicle for the Detection of SCC in Buried Gas Pipelines.pdf | This report describes the present state of development of the ultrasonic pipe inspection vehicle being jointly developed by C.W. Pope and Associates and the Centre for Industrial Control Sciences at […] | publish | Uncategorized | open | open | l51613-ultrasonic-vehicle-for-the-detection-of-scc-in-buried-gas-pipelines-pdf | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51613-ultrasonic-vehicle-for-the-detection-of-scc-in-buried-gas-pipelines-pdf/ | 0 | 0 | raw | default | 349 | Legacy | |||||||
| 01/05/1990 | 2716 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Describes a test program involving two ultrasonic inspection techniques to permit characterization of pipeline girth weld defects which could discriminate benign weld profile features. The dual-probe method and the time-of-flight diffraction method are described and tested in computer simulation extending the technique to detect planar defects in the root region of pipeline welds. | L51615 Ultrasonic Inspection of the Root Region of Girth Welds | Describes a test program involving two ultrasonic inspection techniques to permit characterization of pipeline girth weld defects which could discriminate benign weld profile features. The dual-probe method and the time-of-flight […] | publish | Uncategorized | open | open | l51615-ultrasonic-inspection-of-the-root-region-of-girth-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51615-ultrasonic-inspection-of-the-root-region-of-girth-welds/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 01/02/1990 | 2717 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Document draws upon the mechanistic model developed in earlier work (L51527 and L51611) and develops an assessment against independent laboratory data at large pipe diameter. The principal comparisons involve flow regime maps, pressure drop and liquid hold-up slug flow regime characteristics in one instance. The laboratory data are from three sources.Also see L51583. PR-172-810 II | L51618 Assess Mechanistic Multiphase Methods Large Pipe Diameter | Document draws upon the mechanistic model developed in earlier work (L51527 and L51611) and develops an assessment against independent laboratory data at large pipe diameter. The principal comparisons involve flow […] | publish | Uncategorized | open | open | l51618-assess-mechanistic-multiphase-methods-large-pipe-diameter | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51618-assess-mechanistic-multiphase-methods-large-pipe-diameter/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/08/1990 | 2718 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | With the development of improved techniques for detection of stress corrosion cracks in existing pipelines, the pipeline industry is faced with the problem of estimating the growth rates of these cracks. Current efforts in model development are addressing the problem but, in order to verify these models, accurate average crack velocity data are needed (average crack velocity being defined as the average rate of crack growth with time, crack velocity is the instantaneous rate of crack tip dissolution.) Currently available data are limited and are based primarily on either slow-strain rate tests or tapered tensile tests. The loading conditions in the former are unrepresentative of actual operating conditions while the crack depths in the latter are much shallower than those observed in service. Some fracture mechanics data also are available for this system but the specimen and crack geometry used in these tests are not similar to the geometry of the field failures*. In addition, results of recent PRCI research suggest that the stress intensity parameter, K, which is used to relate different cracking geometries, is a poor crack driving force parameter for SCC in line pipe steels. The overall objective of this work is to obtain accurate average crack velocity data as a function of crack depth and loading conditions. The program is divided into two tasks: Task 1 - Effect of Crack Depth and Cyclic Loading Conditions on Crack Growth and Task 2 - Inhibition of Crack Growth. | L51619 Effects of Loading on the Growth Rates in Deep Stress-Corrosion Cracks | With the development of improved techniques for detection of stress corrosion cracks in existing pipelines, the pipeline industry is faced with the problem of estimating the growth rates of these […] | publish | Uncategorized | open | open | l51619-effects-of-loading-on-the-growth-rates-in-deep-stress-corrosion-cracks | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51619-effects-of-loading-on-the-growth-rates-in-deep-stress-corrosion-cracks/ | 0 | 0 | raw | default | 349 | Legacy | |||||||
| 01/09/1991 | 2719 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | With the growing emphasis on extending the useful operation of existing pipelines and reducing the operating costs, the pipeline industry is sensitive to keeping pipelines in service and having a rational basis for doing so. When pipelines undergo fault displacement, mining subsidence, thaw settlement, or landslide induced soil loading, monitoring of pipeline strains and/or displacements must protect their integrity. Currently, there is little information available to indicate when remedial action is necessary for such a pipeline. This report focuses on assisting pipe-monitoring programs by providing data and criteria for monitoring intervention. The objective of the work reported herein was to compile data and define criteria for monitoring intervention for local buckling, denting, and tensile failure, based upon data and experience from the pipeline industry. It was established that three separate quantities might be defined for each loading condition; a limit state criterion, a damage state criterion, and an intervention criterion. | L51620 Pipeline Monitoring–Limit State Criteria | With the growing emphasis on extending the useful operation of existing pipelines and reducing the operating costs, the pipeline industry is sensitive to keeping pipelines in service and having a […] | publish | Uncategorized | open | open | l51620-pipeline-monitoring-limit-state-criteria | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51620-pipeline-monitoring-limit-state-criteria/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/09/1991 | 2720 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Leaks attributed to hydrogen-stress cracking (HSC) initiating in regions of mild mechanical damage have been reported in cathodically protected pipe lines constructed from high-strength, microalloyed, controlled-rolled steels. The hydrogen is believed to be present in service from the cathodic potential applied. Laboratory studies were initiated to determine the factors that contributed to those unexpected failures. Strain aging at ambient temperatures as a result of deformation introduced during the mechanical damage, was found to be a significant factor. Smooth-bar specimens that were strained and then aged failed by HSC within one week, whereas specimens that were not strain aged did not fail by HSC. Result: The findings of this research indicate a potential sequence of events which may lead to hydrogen-related failures in regions of mild mechanical damage: (1) Following the damage, ambient-temperature strain aging which promotes sensitivity to HSC takes place in the mechanically damaged region, in a surface layer of the pipe wall which has been subjected to a critical level of strain. The time period for this step would be on the order of several years. (2) Electrochemical conditions which promote hydrogen charging develop at the pipe surface from the cathodic current applied (or possibly corrosion). (3) Local stresses in the mechanically damaged region are elevated above the threshold stress for HSC by the moderate stress concentration provided by the mechanical damage. For the X70 pipe studied, the stress elevation should be at least 20 percent above the nominal hoop stress. (4) An HSC crack initiates and grows in the strain-aged surface layer. (5) The crack propagates further by HSC, through the non-strain-aged portion of the wall, as a result of the high stress concentration at the crack tip. (6) When the crack grows to a critical depth, it propagates rapidly through the wall by overload and causes a leak. | L51621 Hydrogen-Related Failures at Mechanically Damaged Regions | Leaks attributed to hydrogen-stress cracking (HSC) initiating in regions of mild mechanical damage have been reported in cathodically protected pipe lines constructed from high-strength, microalloyed, controlled-rolled steels. The hydrogen is […] | publish | Uncategorized | open | open | l51621-hydrogen-related-failures-at-mechanically-damaged-regions | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51621-hydrogen-related-failures-at-mechanically-damaged-regions/ | 0 | 0 | raw | default | 349 | Legacy | |||||||
| 01/09/1990 | 2721 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This research is aimed at finding a new type of notch that would produce propagation data similar to that produced by the PC DWTT. High-toughness materials and materials that had previously been studied were used assuming that if the new notch worked on these materials it would be satisfactory for lower toughness materials. Several notch modifications were tried and most were no better than the standard pressed notch used in the API specimen. A search for a new type of notch for the standard drop-weight-tear-test (DWTT) specimen has been completed. This new notch specimen is to replace the precracked DWTT specimen which has been shown to predict full-scale behavior but has received-little support from pipe manufacturers. The new notch is a chevron notch causing fracture initiation to occur at a machined point located at mid-wall thicknessand about 0.2 inch below the specimen edge (i.e., at the same depth as the pressed-in notch of the standard DWTT). No precracking or other severe prestraining, which may create strain aging problems, is required to produce the specimen. A good correlation was obtained between the chevron-notched DWTT and the Charpy V-notch specimens for conventionally rolled steels; this correlation effectively ties the chevron notched data to past fracture research data and to published correlations thatdescribe fracture in terms of Charpy upper-shelf energy. A procedure is included for preparing and conducting the Chevron notched DWTT. | L51622 The Chevron Notched Drop-Weight-Tear-Test Specimen | This research is aimed at finding a new type of notch that would produce propagation data similar to that produced by the PC DWTT. High-toughness materials and materials that had […] | publish | Uncategorized | open | open | l51622-the-chevron-notched-drop-weight-tear-test-specimen | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51622-the-chevron-notched-drop-weight-tear-test-specimen/ | 0 | 0 | raw | default | 695 | Legacy | |||||||
| 01/08/1990 | 2722 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM |
This is a review of the current situation relating to transgranular environment sensitive cracking of the type experienced on an in-service pipeline, by comparison with the commoner intergranular cracking experienced on many systems. It is probable that the cracking is not unique. Quite apart from the crack paths, there are other significant differences between the conditions in which the two types of cracking occur, particularly in relation to the environments involved, and sufficiently so to indicate that the mechanisms of cracking are different. The circumstances in which the two types of environment form are discussed. If the creation of a reliable model for practical application to transgranular cracking is to be achieved, there is need for data relating to the effects of stressing conditions upon the crack nucleation and growth rates of such cracks and of the circumstances in which these cracks coalesce. |
L51623 Environment Sensitive Cracking (Low pH Stress-Corrosion Cracking) of High Pressure Pipelines | This is a review of the current situation relating to transgranular environment sensitive cracking of the type experienced on an in-service pipeline, by comparison with the commoner intergranular cracking experienced […] | publish | Uncategorized | open | open | l51623-environment-sensitive-cracking-low-ph-stress-corrosion-cracking-of-high-pressure-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51623-environment-sensitive-cracking-low-ph-stress-corrosion-cracking-of-high-pressure-pipelines/ | 0 | 0 | raw | default | 349 | Legacy | |||||||
| 01/09/1990 | 2723 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Methods to characterize flaw growth in line pipe have evolved with the materials used in pipelines and the technology used to analyze flaw growth. Developments in steel processing and pipeline manufacture have given rise to steels that are very flaw tolerant. Recent steels sustain significant stable flaw growth accompanied by local inelastic straining prior to unstable crack growth. The need for an analysis that can account for the stable flaw growth and inelastic straining in line-pipe applications was recognized and PRCI Line Pipe Supervisory Committee initiated a combined analytical and experimental program to assess the effects of stable flaw growth during hydrotesting. The objective of this report is to present the mechanical properties needed to assess stable flaw growth. These properties involve the usual tensile properties obtained from flattened strap specimens, as well as some properties unique to the analysis of ductile flaw growth. Accordingly, these properties are presented following a brief introduction of the analysis method that has been developed to provide the gas industry with an accurate and validated model for predicting growth of a flaw due to the effects of a hydrostatic test or hydrostatic retesting. | L51624 Topical Report on Mechanical Behavior of Selected Line-Pipe Steels | Methods to characterize flaw growth in line pipe have evolved with the materials used in pipelines and the technology used to analyze flaw growth. Developments in steel processing and pipeline […] | publish | Uncategorized | open | open | l51624-topical-report-on-mechanical-behavior-of-selected-line-pipe-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51624-topical-report-on-mechanical-behavior-of-selected-line-pipe-steels/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/10/1990 | 2724 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Interpretive study of published and recent research on Engineering Critical Assessment techniques that relate to pipeline girth welds and compares the relative conservatism/nonconservatism of the API 1104 ECA technique with those proposed by other organizations and countries. Objective: provide greater confidence in these approaches/gain greater acceptance by regulatory bodies. | L51626 Fracture Current Fracture Prediction Models for Girth Welds | Interpretive study of published and recent research on Engineering Critical Assessment techniques that relate to pipeline girth welds and compares the relative conservatism/nonconservatism of the API 1104 ECA technique with […] | publish | Uncategorized | open | open | l51626-fracture-current-fracture-prediction-models-for-girth-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51626-fracture-current-fracture-prediction-models-for-girth-welds/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/06/1990 | 2725 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The design of deep water pipelines must consider external pressure loading which is applied to the line during construction or in service when the line is evacuated. A collapse failure can occur due to this external pressure alone or external pressure in combination with tension or bending loads which are imparted to the line during construction. Thus, there is an incentive for research to more accurately define the failure envelope for combined external pressure, bending, and tension for offshore pipelines. Previous work concentrated on small scale testing and theoretical work. The purpose of the work in this project was to perform large scale tests to verify the previous work, and in particular to test a limited amount of seam welded Double Submerged Arc Welded (DSAW) pipe to compare with widely available seamless data. Deepwater gaslines normally are in the 16-24 size range where DSAW and ERW (electric resistance welded) are the only available manufacturing processes. ERW pipe was not studied in this project. | L51627 Large Scale Collapse Testing | The design of deep water pipelines must consider external pressure loading which is applied to the line during construction or in service when the line is evacuated. A collapse failure […] | publish | Uncategorized | open | open | l51627-large-scale-collapse-testing | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51627-large-scale-collapse-testing/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/10/1990 | 2726 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | When an eddy current probe is placed near a conductive material, the alternating magnetic field from the probe causes electrical currents to flow in the material. These currents have associated with them their own magnetic field, which opposes the original magnetic field from the coil. The result is that the impedance of the probe is greatly reduced by the presence of the conducting material. If the conductor is also magnetic, as is normal steel, the situation is similar though slightly more complicated. Here, the impedance of the probe may be either increased or decreased depending on the permeability of the material and the frequency of the alternating field. Anything that affects the flow of current in the conductive material will also affect the impedance of the eddy current probe. For example, the electrical currents cannot flow through a crack but must flow around it. The alteration in the currents also changes the magnetic field produced by the currents and, consequently, the impedance of the probe. Normally, the impedance change caused by a defect is much smaller than that caused by the presence of the material in the first place, and measuring this small change requires a bridge circuit much like the balanced bridge used with strain gauges. The balanced bridge allows one to amplify the small changes in impedance caused by defects in the presence of the much larger change caused by the presence of the conductive and magnetic pipeline steel. The LFEC instrument is constructed using an IBM-AT compatible portable computer. Inside the PAC-386 are two plug-in circuit cards that turn the PAC-386 into an eddy current instrument. The first, also commercially available, is a Spectrum DSP56000 digital signal processing card, while the second is a specially-built interface card for the eddy current probe. The PAC-386 is a standard MS-DOS machine and will operate most MS-DOS software. In the discussion below, it is assumed that the user is familiar with the MSDOS operating system. | L51629 Users Manual-Field Validation of the Low-Frequency Eddy Current Instrument-Software Listings | When an eddy current probe is placed near a conductive material, the alternating magnetic field from the probe causes electrical currents to flow in the material. These currents have associated […] | publish | Uncategorized | open | open | l51629-users-manual-field-validation-of-the-low-frequency-eddy-current-instrument-software-listings | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51629-users-manual-field-validation-of-the-low-frequency-eddy-current-instrument-software-listings/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 19/10/1990 | 2727 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Field evaluation of a prototype eddy current-based technology to evaluate single-stress corrosion cracks in lengths greater than 0.3 inches and depths greater than 0.03 inches. | L51629A Field Validation of the Low-Frequency Eddy Current Instrument | Field evaluation of a prototype eddy current-based technology to evaluate single-stress corrosion cracks in lengths greater than 0.3 inches and depths greater than 0.03 inches. | publish | Uncategorized | open | open | l51629a-field-validation-of-the-low-frequency-eddy-current-instrument | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51629a-field-validation-of-the-low-frequency-eddy-current-instrument/ | 0 | 0 | raw | default | 4.800 | Legacy | |||||||
| 01/04/1990 | 2728 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The development of stress corrosion cracks (SCC) in buried gas pipelineshas posed a serious threat to pipeline integrity for many years. It can be reliably detected by magnetic particle techniques in the field or by laboratory studies using low frequency eddy currents. It is also possible to find and measure the depths of the cracks from the ID by careful scanning with an ultra-sonic angle beam probe but the transducer must be manipulated by a skilled operator. All of these approaches are not very satisfactory for in-line inspections because they are not suitable for covering the total area of a pipeline and they are too labor intensive to be automated. In order to address this problem with new technology, the PRCI requested proposals for any technique that seemed to be practical and the Electromagnetic Acoustic Transducer (EMAT) was suggested as very promising because it has already demonstrated operation in the environment of the inside of a gas pipeline. Magnasonics, Inc., of Albuquerque, New Mexico, was chosen from many respondents to conduct an in-vestigation of the use of EMATs for overcoming the problems expected to arise from in-line operation and to incorporate the latest developments in ultrasonic inspection with EMATs. The objective of the program described in this report was twofold. First, to apply the most recent developments in EMAT technology to the problem of detecting and sizing stress corrosion cracks (SCC) in operating gas pipelines and second to exploit the ability of EMATs to generate and detect a wide variety of ultrasonic waves in the walls of a pipeline under operating conditions. | L51630 In-Line Detection and Sizing of Stress Corrosion Cracks Using EMAT Ultrasonics | The development of stress corrosion cracks (SCC) in buried gas pipelineshas posed a serious threat to pipeline integrity for many years. It can be reliably detected by magnetic particle techniques […] | publish | Uncategorized | open | open | l51630-in-line-detection-and-sizing-of-stress-corrosion-cracks-using-emat-ultrasonics | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51630-in-line-detection-and-sizing-of-stress-corrosion-cracks-using-emat-ultrasonics/ | 0 | 0 | raw | default | 349 | Legacy | |||||||
| 28/09/1990 | 2729 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | As pipelines continue to age they may be affected by time-dependent degradation such as continuing metal loss resulting from corrosion and other factors affecting the integrity of the pipeline. Pipeline operators need to perform timely inspections, repairs or pipe replacements to prevent leaks or ruptures. An effective means for the pipeline operator to carry out such remedial actions within the limits of the finite resources available is to perform a risk assessment. Basically, this entails scientifically prioritizing inspection, repair, or replacement of the various parts of the pipeline system in a manner that achieves an acceptable level of safety while effectively allocating the available resources. Because there is no single "right" way to conduct risk assessment, the industry needs guidance regarding the methods and information required to conduct one. Battelle specialists conducted a comprehensive research project described in a final report along with a basic risk assessment software application. The project involved the following: Review of Risk Assessment Methods Identification of Risk Parameters and Assessment of Their Significance Identification of the Factors Affecting the consequences of Accidents and Their Impact Development of a Risk Assessment Algorithm Sample Calculations & Testing Critical Assessment of Risk Analysis as a Means of Utilizing Pipeline Monitoring Tools and Rehabilitation Techniques The work included a review of 14 references describing various approaches to examining the risk of failure in pipelines followed by a summary of methods. An Analysis of a results questionnaire sent to all PRCI member companies is included and a discussion of the statistical concepts that may be of value in conducting a risk assessment. A final algorithm and sensitivity of the key parameters is examined and examples of use of the algorithm are given. | L51631 Methods for Prioritizing Pipeline Maintenance and Rehabilitation | As pipelines continue to age they may be affected by time-dependent degradation such as continuing metal loss resulting from corrosion and other factors affecting the integrity of the pipeline. Pipeline […] | publish | Uncategorized | open | open | l51631-methods-for-prioritizing-pipeline-maintenance-and-rehabilitation | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51631-methods-for-prioritizing-pipeline-maintenance-and-rehabilitation/ | 0 | 0 | raw | default | 1.195 | Legacy | |||||||
| 01/01/1991 | 2730 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Program to determine the potential delay times required to cause cold cracking (hydrogen cracking). Cracking induced in welds deposited into circumferential grooves has been monitored by ultrasonic techniques. Initial use of an array of fixed transducers which were switched electronically was found to be inadequate for the determination of delay times under near threshold cracking conditions. Since delay times are expected to be greatest for such conditions, a change was made to intermit tent monitoring using P-scan equipment. By plotting percentage projected area free from reflections of <-28dB against time from completion of welding, it was found possible to monitor the progress of cracking for near threshold conditions. Single pass welds in 0 .12" (3 mm) grooves and multipass welds 0.24" (6 mm) grooves in 22" (559 mm) diameter, 0.43711 (11 mm) wall thickness, grade X48 pipe, welded with AWS E7010G and E8010G consumables have been used. | L51632 Evaluation of the Time Delay for Cold Cracking | Program to determine the potential delay times required to cause cold cracking (hydrogen cracking). Cracking induced in welds deposited into circumferential grooves has been monitored by ultrasonic techniques. Initial use […] | publish | Uncategorized | open | open | l51632-evaluation-of-the-time-delay-for-cold-cracking | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51632-evaluation-of-the-time-delay-for-cold-cracking/ | 0 | 0 | raw | default | 50 | Emerging Fuels | |||||||
| 01/02/1991 | 2731 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The Welding Institute of Canada (WIC) has developed a test for pipelines which determine threshold preheat levels necessary to avoid hydrogen cracking in the root region of circumferential welds. This test is simple to perform, reproducible and reasonably inexpensive. Experience has shown, however, that preheat levels determined by the WIC test are typically higher than normally required to achieve, sound, crack-free welds in the field. Consequently, there is a need to characterize the WIC test in more detail even though significant work was performed by other researchers. Through further characterization, pipeline operators will be able to formulate safe and economical welding procedures with more accurate preheat levels. The following report describes the experimental approach, the processes used for analysis, the results, the conclusions drawn and the recommendations for future work. | L51633 Investigation of WIC Test Variables | The Welding Institute of Canada (WIC) has developed a test for pipelines which determine threshold preheat levels necessary to avoid hydrogen cracking in the root region of circumferential welds. This […] | publish | Uncategorized | open | open | l51633-investigation-of-wic-test-variables | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51633-investigation-of-wic-test-variables/ | 0 | 0 | raw | default | 349 | Legacy | |||||||
| 01/10/1990 | 2732 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | During pipeline construction, immediate weld repairs are periodically required due to girth weld flaws that exceed specified defect tolerance levels. These defects, often identified through on-site radiographic inspection techniques, include voids, inclusions, and geometric irregularities. Repair welding may be necessary over limited portions of the pipe circumference, with restricted access for execution. Due to the variety of repair types and limited timeframes, weld repair procedures are often less documented than girth weld procedures, lacking thorough qualification. Weldments typically contain high residual stresses, primarily due to differential contraction during cooling. This contraction is restrained by surrounding cooler material, placing the weld metal in tension and creating balancing compression areas. Additional thermal energy input from repairs in highly restrained regions can alter residual stress patterns, potentially affecting mechanical properties, especially toughness, near the repair. This research assessed the effects of shielded metal arc welding (SMAW) repair welding on surface residual stress distribution, fracture toughness, and hardness around girth weld joints in line pipe. The study examined part wall repairs, multiple part wall repairs, and full wall repairs, comparing them to non-repaired weld samples. The findings from this research are crucial for industries involved in pipeline construction and maintenance, where weld integrity is paramount. Understanding the impact of various repair techniques on residual stress and mechanical properties can inform better repair practices, ensuring pipeline safety and longevity. This report is intended for professionals in the fields of welding engineering, pipeline construction, and maintenance, as well as researchers studying weld integrity and repair techniques. | L51634 Significance of Changes in Residual Stresses and Mechanical Properties due to SMAW Repair | During pipeline construction, immediate weld repairs are periodically required due to girth weld flaws that exceed specified defect tolerance levels. These defects, often identified through on-site radiographic inspection techniques, include […] | publish | Uncategorized | open | open | l51634-significance-of-changes-in-residual-stresses-and-mechanical-properties-due-to-smaw-repair | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51634-significance-of-changes-in-residual-stresses-and-mechanical-properties-due-to-smaw-repair/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 18/02/1991 | 2733 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Appendix A of the sixteenth edition of API Standard 1104 allows relaxation of the flaw acceptance criteria, as defined in the standard, provided that specified minimum fracture toughness values are achieved (Ref.1). The fracture toughness is measured using the crack tip opening displacement (CTOD) test procedure as described in BS 5762 published by the British Standards Institute. In allowing relaxed defect acceptance criteria, the achievement of a specified CTOD value ensures that the flaws in girth welds will remain stable during installation and service. Thus, despite the presence of flaws, the pipeline can be operated safely without risk of unstable fracture, e.g. brittle fracture. However, to ensure that this is the case, it is vital that the testing procedure be designed to identify and quantify the lowest toughness region. If this is not done, there is a risk that the flaw will sample low toughness material and initiate an unstable fracture leading to failure of the girth weld. This report describes a research program to investigate various notching techniques with the objective of determining the most appropriate method of selecting the notch location for CTOD specimens notched into the HAZ region of pipeline girth welds. It was found that for the weld samples studied in this investigation, the API 1104 Appendix A method of conducting HAZ CTOD tests can produce scattered results and does not necessarily guarantee lower bound estimates of toughness. Of the various notching techniques studied, specimens notched at the intersection of the fusion boundary with the specimen mid-thickness produced the most consistent results. | L51635 Optimizing Techniques for CTOD Testing of Girth Welds in Linepipe | Appendix A of the sixteenth edition of API Standard 1104 allows relaxation of the flaw acceptance criteria, as defined in the standard, provided that specified minimum fracture toughness values are […] | publish | Uncategorized | open | open | l51635-optimizing-techniques-for-ctod-testing-of-girth-welds-in-linepipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51635-optimizing-techniques-for-ctod-testing-of-girth-welds-in-linepipe/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/07/1989 | 2694 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Reports on the results of a series of model tests investigating the hydrodynamic forces acting on a pipeline which is undergoing lateral motions on the sea bed. The model test program and the results are included. The report also includes a description of the testing technique, model setup, instrumentation, and data analysis. | L51591 Hydrodynamic Forces on a Sliding Pipeline-Model Test | Reports on the results of a series of model tests investigating the hydrodynamic forces acting on a pipeline which is undergoing lateral motions on the sea bed. The model test […] | publish | Uncategorized | open | open | l51591-hydrodynamic-forces-on-a-sliding-pipeline-model-test | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51591-hydrodynamic-forces-on-a-sliding-pipeline-model-test/ | 0 | 0 | raw | default | 3.500 | Legacy | |||||||
| 01/02/1989 | 2695 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Documents and evaluates the current state of the art for assessing offshore pipeline stability for both liquefaction and scour conditions. Includes a PC-based computer program to assess pipeline stability conditions. The PC program includes a soil liquefaction program, a scour program, and a data base of referenced reports. 3 diskettes | L51592 Development of Pipeline Stability Design Guidelines for Liquefaction and Scour | Documents and evaluates the current state of the art for assessing offshore pipeline stability for both liquefaction and scour conditions. Includes a PC-based computer program to assess pipeline stability conditions. […] | publish | Uncategorized | open | open | l51592-development-of-pipeline-stability-design-guidelines-for-liquefaction-and-scour | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51592-development-of-pipeline-stability-design-guidelines-for-liquefaction-and-scour/ | 0 | 0 | raw | default | 50 | Subsea | |||||||
| 01/04/1989 | 2696 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Presents a state-of-the-art review of the technologies available for stress measurement in buried pipelines and recommendations regarding further development of such technologies appearing to have favorable application for natural gas transmission service. The technologies are grouped in terms of internal inspection devices, devices requiring external access to the pipe, and those that may be inserted from the ground on the pipeline right of way. | L51594 Review Pipe Integrity–Stress State Measurement Techniques | Presents a state-of-the-art review of the technologies available for stress measurement in buried pipelines and recommendations regarding further development of such technologies appearing to have favorable application for natural gas […] | publish | Uncategorized | open | open | l51594-review-pipe-integrity-stress-state-measurement-techniques | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51594-review-pipe-integrity-stress-state-measurement-techniques/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 16/03/1989 | 2697 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Presents the results of an investigation to exploit the potential for using the increased sensitivity to inner and outer pipe wall in homogeneities of remote field eddy current technology to detect stress corrosion cracking. The investigation is focused on the application of finite element analysis to RFEC probe simulation and design. See also L51513. | L51595 Remote Field Eddy Current Crack and Defect Detection | Presents the results of an investigation to exploit the potential for using the increased sensitivity to inner and outer pipe wall in homogeneities of remote field eddy current technology to […] | publish | Uncategorized | open | open | l51595-remote-field-eddy-current-crack-and-defect-detection | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51595-remote-field-eddy-current-crack-and-defect-detection/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 16/03/1989 | 2698 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Describes the use of finite element analysis to carry out magnetic flux leakage studies intended to optimize the design of pipeline flaw detection vehicles based on this technology. The report provides predictions based on this approach supported by experimental measurement for a wide variety of defect shapes. | L51596 Flux Distribution – Pipeline Flaws | Describes the use of finite element analysis to carry out magnetic flux leakage studies intended to optimize the design of pipeline flaw detection vehicles based on this technology. The report […] | publish | Uncategorized | open | open | l51596-flux-distribution-pipeline-flaws | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51596-flux-distribution-pipeline-flaws/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/06/1989 | 2699 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Inlet air filters are widely used to remove solids and liquid droplets from the ambient air before it enters the compressor of a gas turbine. Clean inlet air provides many advantages: Less corrosion of the compressor and of gas-path hot parts, such as the turbine, decreased compressor fouling, less erosion of the compressor bladeThese in turn prevent deterioration of output and heat rate, and reduce maintenance costs. Compressor fouling is caused by the ingestion of substances that deposit and adhere to blade surfaces, resulting in reduced aerodynamic efficiency and decreased available output. Air contamination could be significantly reduced by the use of more efficient air filtration systems, especially through the reduction of the quantity of smaller particles ingested. The consequent lower loss of output power and decreased cleaning efforts provide lower costs of operation and increased shaft power. This work was composed of three major efforts: 1) A literature search was performed to establish the state of the art for particle removal from gases, particularly by electrostatic precipitation, and to identify the leading vendors of the equipment-considering both experience and technical expertise. 2) Two chosen companies were visited to determine their technical capabilities as they apply to gas turbine inlet air filtration. 3) A representative gas turbine was specified by PRCI as being the equivalent of a GE Model 3002J turbine, with airflow of 91,200 acfm. A specification based upon that airflow was prepared and submitted to the two vendors. Each vendor prepared a proposal for a filter system compliant with the specification. The proposed air filtration equipment is sufficiently different from existing products that it was judged not beneficial to visit manufacturing facilities. Both vendors are reputable suppliers of air filtration equipment. This study is intended to provide definitive information relative to the use of new technology for air inlet filtration on gas turbines in gas pipeline pumping applications. | L51597 Feasibility Study of New Technology for Intake Air Filtration | Inlet air filters are widely used to remove solids and liquid droplets from the ambient air before it enters the compressor of a gas turbine. Clean inlet air provides many […] | publish | Uncategorized | open | open | l51597-feasibility-study-of-new-technology-for-intake-air-filtration | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51597-feasibility-study-of-new-technology-for-intake-air-filtration/ | 0 | 0 | raw | default | 295 | Compressor & Pump Station | |||||||
| 01/01/1989 | 2700 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In an effort to progress the development of hydrocarbon fields found in water depths beyond 1000 feet, the oil and gas industry is considering cost effective methods of subsea pipeline installation. As an established and reliable oil and gas transportation system, the pipeline will be an important factor in deepwater development. Surface installation methods are expected to become costly in deepwater due to the necessary equipment modifications and vessel requirements which are synonymous with increased tension capability and deepwater station keeping ability. This estimated increase in installation costs has spurred interests in alternative pipeline installation methods that possess the potential for economic competitiveness. Limiting parameters for single as well as bundled pipeline configurations are evaluated for surface, near-surface, mid-depth, off-bottom and bottom tow methods of pipeline installation. The evaluation shows that the viable towing methods for construction of offshore pipelines include the mid-depth and bottom tow methods. Buckle collapse criteria should be utilized in the design of deepwater pipelines to achieve low submerged weights with minimum buoyancy requirements. Low submerged weight provides the maximum pipe tow string length, reducing the number of mid-line connections. A cost estimating program in LOTUS 1-2-3 format is included with this study. The costing program generates cost for each tow method based on user specified pipeline parameters. The cost program also includes J-lay estimating capabilities for single pipelines. | L51598 Tow Methods Design Guide for the Installation of Offshore Pipelines | In an effort to progress the development of hydrocarbon fields found in water depths beyond 1000 feet, the oil and gas industry is considering cost effective methods of subsea pipeline […] | publish | Uncategorized | open | open | l51598-tow-methods-design-guide-for-the-installation-of-offshore-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51598-tow-methods-design-guide-for-the-installation-of-offshore-pipelines/ | 0 | 0 | raw | default | 595 | Legacy | |||||||
| 01/07/1989 | 2701 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In petrochemical and oil and gas production plant the presence of sour H2S containing environments poses problems with regard to material behavior. The corrosion reaction between H2S and steel produces atomic hydrogen, which enters the steel and may, for example, lead to hydrogen pressure cracking (HPC) if steel quality is such that inclusion levels promote the entrapment of hydrogen gas. Fortunately this problem may be readily controlled by attention to steel cleanliness. A potentially more serious problem relating to sour environments is sulphide stress cracking (SSC), when the presence of hydrogen may lead to stress corrosion cracking in a susceptible material. In carbon-manganese steels, susceptibility to SSC is associated with a hardened microstructure and control of the problem therefore requires limitations on material hardness. This is especially important in welded structures where the rapid cooling associated with welding may lead to a hardened heat affected zone (HAZ), together with significant residual welding stress. To determine to what extent a relaxation in external hardness could be possible, The Welding Institute proposed a program of work to study the influence of hardness and stress levels on the cracking propensity of GMA welds in pipeline steel. The project was to be carried out in two phases: in the first, the hardness limit for internal GMA bead on pipe welds (simulating weld root regions) was to be determined in a sour (NACE) solution; in Phase 2, external bead on pipe welds (simulating weld cap regions) would be assessed, again with the sour environment on the inside of the pipe. This report presents the results of both phases of the study. In order to study the influence of wall thickness on cracking behavior, seamless pipe materials to API-5L-X52 specification were obtained in 408 mm (16 in) diameter with nominal wall thickness of 9.5, 12.7, 19.0 and 25.4 mm (0.37, 0.5, 0.75 and 1.0 in). Chemical analysis results are given. The materials were supplied in accordance with NACE MR-01-75 hardness specifications (22 HRC max), although no additional requirements were specified. Pipe B, which was obtained from a different supplier to the remaining pipes, had significantly higher sulfur content. Some variations existed between parent material microstructures, although all may be considered typical of the grade of steel. This program seeks to determine the threshold hardness level for sour service of as-deposited (un re-heated) weldment regions in the capping pass of girth welds in pipeline steel. Assessment has been made by comparing the cracking behavior in the NACE TM-01-77 test environment of internal and external single pass welds produced with a range of conditions by the GMAW process. | L51599 The Significance of Local Hard Zones on Outside of Girth Welds | In petrochemical and oil and gas production plant the presence of sour H2S containing environments poses problems with regard to material behavior. The corrosion reaction between H2S and steel produces […] | publish | Uncategorized | open | open | l51599-the-significance-of-local-hard-zones-on-outside-of-girth-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51599-the-significance-of-local-hard-zones-on-outside-of-girth-welds/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/06/1989 | 2702 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Transmission pipeline girth welds are fabricated and inspected to rigorous material standards such as API 1104, CSA Z 184 and BSI 4515. These standards contain weld defect acceptance levels based on good workmanship criteria and have been arrived at on the basis of traditional welding and inspection practices. In certain instances, defects that do not meet the workmanship standards have been accepted on the basis of an engineering critical assessment (ECA) using the British Standard PD 6493 assessment technique. The use of ECA is now being incorporated into the pipeline codes. Four girth welds containing hydrogen induced cracking (HIC) defects at the root were prepared in small diameter (305 mm) thin wall (6.35 mm) X52 pipes using E6010 (E41010) electrodes for the root and hot passes and E7010 (E48010) electrodes for the fill and capping passes. The CTOD tests were performed for the girth welds using each of HIC as well as fatigue pre-crack for the crack. The minimum, the average and an intermediate (between minimum and average) CTOD value at -40C obtained for the specimens containing HIC were used to determine the surface crack sizes for the girth weld roots from BS PD6493. The girth weld containing the 1/4 thickness HIC was full scale tested at -40C. The test was terminated when the remote strain gauges showed plastic deformation/ buckling in the pipe. The second and third full- scale girth weld tests were carried out with the half wall and an intermediate (between 1/4 and 1/2 wall) wall defect. In both cases the girth failed when the remote strain gauge readings in the pipe were still elastic. | L51600 Engineering Critical Assessment of Girth Welds in Small Diameter Pipe | Transmission pipeline girth welds are fabricated and inspected to rigorous material standards such as API 1104, CSA Z 184 and BSI 4515. These standards contain weld defect acceptance levels based […] | publish | Uncategorized | open | open | l51600-engineering-critical-assessment-of-girth-welds-in-small-diameter-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51600-engineering-critical-assessment-of-girth-welds-in-small-diameter-pipe/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 26/05/1989 | 2703 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The welding of attachments onto pressurized pipelines and storage vessels (referred to as hot tapping) is a necessary and common operation in the transmission industry. Care must be exercised to choose a welding procedure that can reduce the risk of burn through and the formation of very high hardness levels in the heat-affected zone (HAZ) that can lead to a higher than normal risk of cracking. This report summarizes a state-of-the-art review of current procedures for hot tap welding on pressurized pipelines. All open literature related to hot tap welding were examined and catalogued, and areas requiring further research were identified. Although a large volume of literature exists on this subject, the majority gives accounts of successful repair work on specific items, rather than describing generalized safe procedures. The methods and controls vary widely; no national or industry standards exist. | L51601 Review of Procedures for Welding Onto Pressurized Pipelines | The welding of attachments onto pressurized pipelines and storage vessels (referred to as hot tapping) is a necessary and common operation in the transmission industry. Care must be exercised to […] | publish | Uncategorized | open | open | l51601-review-of-procedures-for-welding-onto-pressurized-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51601-review-of-procedures-for-welding-onto-pressurized-pipelines/ | 0 | 0 | raw | default | 349 | Legacy | |||||||
| 26/05/1989 | 2704 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In the gas transmission industry there is a frequent need for modification of existing pipework. Modifications are made primarily by welding on additional pipes and branch connections to existing pipelines. The associated costs of shutting down a pipeline creates a situation whereby it becomes economically feasible to weld onto pipelines containing flowing, pressurized products. The risk of burn through and in particular, the susceptibility to cracking are greatly increased by the rapid cooling rates associated with the high heat sink effect of the flowing gas and in turn can result in excessive hardening of the heat affected zone in ferritic steels. Edison Welding Institute developed new criteria for safe hot tap welding procedures on all ferritic steels. Their approach is based on correlating field measurements of the ability of the pipe to conduct heat (i.e., its heat-sink capacity) to the cooling rate of the weld. Laboratory welding trials with simulated branch and sleeve connections on live pipelines containing natural gas were used to validate the new criteria. The results indicate that structurally sound hot tap repairs can be made with a high level of confidence. | L51602 Criteria for Hot Tap Welding Further Studies | In the gas transmission industry there is a frequent need for modification of existing pipework. Modifications are made primarily by welding on additional pipes and branch connections to existing pipelines. […] | publish | Uncategorized | open | open | l51602-criteria-for-hot-tap-welding-further-studies | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51602-criteria-for-hot-tap-welding-further-studies/ | 0 | 0 | raw | default | 349 | Legacy | |||||||
| 01/10/1989 | 2705 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The possibility of extensive SCC in natural gas treatment plants is of obvious concern to the gas transmission industry. As a result, PRCI initiated a research project at Southwest Research Institute (SwRI) to investigate the SCC susceptibility of carbon steels in MEA and DEA solutions typical of amine solutions used in natural gas treatment plants. The primary objectives of the project were: to determine the parameters responsible for cracking; and to determine modifications to plant equipment an&or process chemistry that might be used to control SCC in natural gas treatment plants. This report describes the factors responsible for stress corrosion cracking (SCC) of steels in natural gas treatment plants using ethanolamine solutions to remove acid gases from natural gases; and to determine modifications to plant equipment and/or process equipment that might be used to control SCC in natural gas treatment plants. | L51603 Investigation of Amine Induced Stress Corrosion Cracking of Steels in Natural Gas Treatment Plants | The possibility of extensive SCC in natural gas treatment plants is of obvious concern to the gas transmission industry. As a result, PRCI initiated a research project at Southwest Research […] | publish | Uncategorized | open | open | l51603-investigation-of-amine-induced-stress-corrosion-cracking-of-steels-in-natural-gas-treatment-plants | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51603-investigation-of-amine-induced-stress-corrosion-cracking-of-steels-in-natural-gas-treatment-plants/ | 0 | 0 | raw | default | 349 | Corrosion | |||||||
| 01/01/1990 | 2706 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this report is to present the ductile fracture properties needed to assess stable flaw growth. These properties are presented following a brief discussion of the analysis method being developed to provide the gas industry with an accurate and validated model for predicting growth of a flaw due to the effects of a hydrostatic test or hydrostatic retesting. The end product will be a validated model that predicts crack extension during the load and hold portion of a hydrotest, and subsequent operation. Test methods to develop these properties are presented along with discussion of data analysis. Results are presented for three line-pipe steels for the LT (through-wall axial flaw) orientation, for three levels of prestrain. | L51604 Ductile Fracture Properties of Selected Line Pipe Steels | The objective of this report is to present the ductile fracture properties needed to assess stable flaw growth. These properties are presented following a brief discussion of the analysis method […] | publish | Uncategorized | open | open | l51604-ductile-fracture-properties-of-selected-line-pipe-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51604-ductile-fracture-properties-of-selected-line-pipe-steels/ | 0 | 0 | raw | default | 349 | Legacy | |||||||
| 01/01/1989 | 2707 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | API Specification 5L, Supplemental Requirement SR5, 37th Edition, requires that Charpy V-notch (CVN) impact properties of pipe from which full size (0.394 x 0.394 inch) transverse specimens cannot be obtained, because of wall-thickness/pipe-diameter limitations, be measured with unflattened 2/3 size (0.263 x 0.394 inch) or l/2-size (0.195 x 0.394) transverse specimens. Since the use of subsize specimens is known to introduce significant problems in measuring transition temperature interest has been expressed in the possibility of measuring CVN impact properties with flattened specimens to maximize specimen thickness, i.e., use full wall thickness, when subsize specimens are necessary. The present study was undertaken to examine the merit of this approach. This work was done under the NG-18 workgroup, report 182. | L51605 The Use of Flattened Specimens to Measure the Charpy V-Notch Impact Properties of Thin-Wall Pipe | API Specification 5L, Supplemental Requirement SR5, 37th Edition, requires that Charpy V-notch (CVN) impact properties of pipe from which full size (0.394 x 0.394 inch) transverse specimens cannot be obtained, […] | publish | Uncategorized | open | open | l51605-the-use-of-flattened-specimens-to-measure-the-charpy-v-notch-impact-properties-of-thin-wall-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51605-the-use-of-flattened-specimens-to-measure-the-charpy-v-notch-impact-properties-of-thin-wall-pipe/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/12/1989 | 2708 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In the recent past years there has been a considerable amount of effort devoted to developing methods and instruments to correct measured pipe-to-soil potentials for IR drops that may occur from currents (from the cathodic protection system or stray sources) in the soil to obtain the polarized potential. However, many of the methods or instruments available are either time-consuming, cumbersome to use in the field, applicable to only certain types of cathodic protection systems and under particular circumstances, subject to influences from stray current sources or not fully developed as of yet. Thus, there is a need to develop a practical method of determining the polarized pipe potential free of IR drop errors. This report examines and compares seven available methods for measuring polarized potential and describes the advantages and disadvantages of each. The following methods for measuring polarized potential were evaluated: (1) pipe-to-soil measurements with cathodic protection; (2) pipe-to-soil measurements with interrupted cathodic protection (also called instant-off); (3) measurements based on rectifier AC waveform analysis; (4) stepped current reduction; (5) a four-terminal network; (6) extrapolation to zero resistance (IR drop); and (7) a combination of DC/AC transverse measurements. | L51606 Technique Development for Polarized Pipe-to-Soil Potential Measurements | In the recent past years there has been a considerable amount of effort devoted to developing methods and instruments to correct measured pipe-to-soil potentials for IR drops that may occur […] | publish | Uncategorized | open | open | l51606-technique-development-for-polarized-pipe-to-soil-potential-measurements | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51606-technique-development-for-polarized-pipe-to-soil-potential-measurements/ | 0 | 0 | raw | default | 249 | Legacy | |||||||
| 01/01/1989 | 2709 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Prior research leading to the development of predictive electromagnetic coupling computer codes has shown that the coating conductance is the principal factor in determining the response of a pipeline to magnetic induction transmission line. Under power line fault conditions, a high voltage may stress the coating causing a significant change in its conductance, and hence, the coupling response. Based upon laboratory experimentation and analysis, a model has been developed which allows prediction of the modified coating characteristics when subjected to high voltages during fault situations. The program objective was the investigation of a method to determine the high voltage behavior of an existing coating from low voltage in-situ field measurements. Such a method appeared conceptually feasible for non-porous coatings whose conductance is primarily a result of current leakage through existing holidays. However, limited testing has shown that difficulties in determining the steel-electrolyte capacitance limit the application of the method. Methods for field measurement of the pipeline coating conductance were studied for both DC and AC signal excitation. AC techniques offer the advantage that cathodic protection current interruption is not required, thus eliminating depolarization effects. However, ac field measurement techniques need additional refinement before these methods can be generally applied. | L51607 Pipeline Coating Impedance Effect on Powerline Fault Current Coupling | Prior research leading to the development of predictive electromagnetic coupling computer codes has shown that the coating conductance is the principal factor in determining the response of a pipeline to […] | publish | Uncategorized | open | open | l51607-pipeline-coating-impedance-effect-on-powerline-fault-current-coupling | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51607-pipeline-coating-impedance-effect-on-powerline-fault-current-coupling/ | 0 | 0 | raw | default | 250 | Corrosion | |||||||
| 01/12/1989 | 2710 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This research project was conducted to develop a suitable method to evaluate cathodic protection on encased pipe sections. The objectives of the research were: (1) to develop techniques to determine whether the casing and the carrier pipe are effectively isolated from each other or if they are shorted together, and (2) to develop a measurement technique which will allow the degree of cathodic protection of the carrier pipe within an electrolyte-containing annulus region of the casing to be assessed if the casing is not shorted to the carrier pipe. | L51608 Method for Assessing Electrical Resistance of Pipeline Casings | This research project was conducted to develop a suitable method to evaluate cathodic protection on encased pipe sections. The objectives of the research were: (1) to develop techniques to determine […] | publish | Uncategorized | open | open | l51608-method-for-assessing-electrical-resistance-of-pipeline-casings | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51608-method-for-assessing-electrical-resistance-of-pipeline-casings/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/01/1989 | 2711 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | From its inception, the B31G criterion was intended to embody a large factor of safety to protect pipelines from failure. Experience has shown that the amount of conservatism embodied in the criterion is excessive, resulting in the removal or repair of more pipe than is necessary to maintain adequate integrity. Therefore, it is desirable to have a modified criterion that will still preserve adequate pipeline integrity but will result in less removal of pipe. A modified criterion that meets this requirement is described in this report. A new and improved criterion was desired because of the known excess conservatism in the original B31G method. Even though the use of the B31G criterion has undoubtedly helped pipeline operators to avoid many unnecessary cut outs, the excess conservatism continues to cause some unnecessary cut outs that could be avoided without compromising safety. Thus, this project was undertaken to-devise a modified criterion that, while still assuring adequate pipeline integrity, would eliminate as much as possible the excess conservatism embodied in the existing criterion. | L51609 A Modified Criterion for Evaluating the Remaining Strength of Corroded Pipe | From its inception, the B31G criterion was intended to embody a large factor of safety to protect pipelines from failure. Experience has shown that the amount of conservatism embodied in […] | publish | Uncategorized | open | open | l51609-a-modified-criterion-for-evaluating-the-remaining-strength-of-corroded-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51609-a-modified-criterion-for-evaluating-the-remaining-strength-of-corroded-pipe/ | 0 | 0 | raw | default | 500 | Legacy | |||||||
| 01/01/1989 | 2712 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This research program was undertaken to investigate the use of the pulsed- gas metal-arc welding (PGMAW) process for the field, girth welding of API 5LX-80 pipe. The specific program objectives were as follows: Determine the optimum shielding in gas, commercial filler wire, and weld procedure for the PGMA girth 5LX -80 pipe welding in the 5G position of API to determine the mechanical properties of PGMA girth welds deposited in five, API 5LX-80 pipes manufactured by different pipe mills. This report summarizes the materials, equipment, and procedures used, the results obtained, a discussion of these results, and conclusions. The PGMAW welding procedures that were developed are considered field-ready and can be used reliably for field, girth-welding operations. | L51610 Pulsed Gas Metal Arc Welding of API 5LX-80 Pipe | This research program was undertaken to investigate the use of the pulsed- gas metal-arc welding (PGMAW) process for the field, girth welding of API 5LX-80 pipe. The specific program objectives […] | publish | Uncategorized | open | open | l51610-pulsed-gas-metal-arc-welding-of-api-5lx-80-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51610-pulsed-gas-metal-arc-welding-of-api-5lx-80-pipe/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/08/1989 | 2713 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report concisely documents the state-of-the-art in two-phase flow methods to the design of pipelines for the gas and oil industry. The report is written in a manner suitable for use by analysts who want to develop computerized methods to perform the multiphase calculations. The approach used in the methods described here provides a general structure for the multiphase flow methods to be used in pipeline design. The underlying theories for the determination of the flow regime and the calculation of pressure drop and holdup are mechanistic. The fundamentals of the underlying theory permit scaling of the predictions to pipe sizes or gas densities (pressure) where data are lacking. | L51611 State-of-the-Art Methods for Multiphase Flow Pipelines | This report concisely documents the state-of-the-art in two-phase flow methods to the design of pipelines for the gas and oil industry. The report is written in a manner suitable for […] | publish | Uncategorized | open | open | l51611-state-of-the-art-methods-for-multiphase-flow-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51611-state-of-the-art-methods-for-multiphase-flow-pipelines/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/08/1988 | 2674 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A study to review and evaluate the various mechanical pipeline connectors currently available for J-curve pipelay methods offshore. The connectors were compared by listing the advantages and disadvantages of each. A test program to evaluate connectors was developed. | L51573b Pipe Connection Methods and Effects on Deepwater Construction B | A study to review and evaluate the various mechanical pipeline connectors currently available for J-curve pipelay methods offshore. The connectors were compared by listing the advantages and disadvantages of each. […] | publish | Uncategorized | open | open | l51573b-pipe-connection-methods-and-effects-on-deepwater-construction-b | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51573b-pipe-connection-methods-and-effects-on-deepwater-construction-b/ | 0 | 0 | raw | default | 50 | Subsea | |||||||
| 01/08/1988 | 2675 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A study to review and evaluate the various mechanical pipeline connectors currently available for J-curve pipelay methods offshore. The connectors were compared by listing the advantages and disadvantages of each. A test program to evaluate connectors was developed. | L51573c Pipe Connection Methods and Effects on Deepwater Construction C | A study to review and evaluate the various mechanical pipeline connectors currently available for J-curve pipelay methods offshore. The connectors were compared by listing the advantages and disadvantages of each. […] | publish | Uncategorized | open | open | l51573c-pipe-connection-methods-and-effects-on-deepwater-construction-c | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51573c-pipe-connection-methods-and-effects-on-deepwater-construction-c/ | 0 | 0 | raw | default | 50 | Subsea | |||||||
| 01/08/1988 | 2676 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A study to review and evaluate the various mechanical pipeline connectors currently available for J-curve pipelay methods offshore. The connectors were compared by listing the advantages and disadvantages of each. A test program to evaluate connectors was developed. | L51573d Pipe Connection Methods and Effects on Deepwater Construction D | A study to review and evaluate the various mechanical pipeline connectors currently available for J-curve pipelay methods offshore. The connectors were compared by listing the advantages and disadvantages of each. […] | publish | Uncategorized | open | open | l51573d-pipe-connection-methods-and-effects-on-deepwater-construction-d | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51573d-pipe-connection-methods-and-effects-on-deepwater-construction-d/ | 0 | 0 | raw | default | 50 | Subsea | |||||||
| 01/08/1988 | 2677 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A study to review and evaluate the various mechanical pipeline connectors currently available for J-curve pipelay methods offshore. The connectors were compared by listing the advantages and disadvantages of each. A test program to evaluate connectors was developed. | L51573e Pipe Connection Methods and Effects on Deepwater Construction E | A study to review and evaluate the various mechanical pipeline connectors currently available for J-curve pipelay methods offshore. The connectors were compared by listing the advantages and disadvantages of each. […] | publish | Uncategorized | open | open | l51573e-pipe-connection-methods-and-effects-on-deepwater-construction-e | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51573e-pipe-connection-methods-and-effects-on-deepwater-construction-e/ | 0 | 0 | raw | default | 50 | Subsea | |||||||
| 01/06/1988 | 2678 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Examines non-conventional techniques for monitoring curvatures, displacement, or strains in buried pipelines. Internal devices, external devices, and fiber optic techniques were examined. Feasibility of each system is discussed and the most promising are identified. Two companion studies 'Guidelines Pipeline Strain Monitoring by Conventional Means' (Reference 1) and 'A Proposed Model for the Intervention Decision Making Process in Pipeline Movement Situations' (Reference 2) have already been completed, and an effort to determine appropriate failure criteria for pipelines in areas of soil instability is currently underway. The objective of this study is to describe methods of pipeline monitoring which are, for the most part, still in the conceptual and/or development phases. It is very likely that the techniques described herein will require extensive validation efforts and significant financial support before they will become reliable tools for routine use Improved pipeline strain monitoring techniques are needed because the conventional techniques (strain gages, inclinometers, and topographical surveying) meet all of the industry's needs. The conventional techniques are expensive, labor intensive, and require access to the pipeline for installation . As such they are limited in use to localized trouble spots that are known to be a problem. None of these techniques could be practically applied to a whole pipeline for any-time monitoring. Techniques that will better satisfy the industry's needs must be adequately sensitive, applicable to the whole pipeline, available at all times (or at least at reasonably frequent intervals), and capable of use without the need to excavate the pipeline or to interfere with its operation.Several non-conventional techniques for monitoring curvatures, displacements, or strains in buried pipelines that may meet these requirements are discussed herein. These fall into three generic classes: internal devices (instrumented pigs), external devices (involving moving a detecting device over the pipeline right-of-way), fiber-optic cables attached to the pipeline over its entire length. | L51574 Non-Conventional Means for Monitoring Pipelines in Areas of Soil Subsidence or Soil Movement | Examines non-conventional techniques for monitoring curvatures, displacement, or strains in buried pipelines. Internal devices, external devices, and fiber optic techniques were examined. Feasibility of each system is discussed and the […] | publish | Uncategorized | open | open | l51574-non-conventional-means-for-monitoring-pipelines-in-areas-of-soil-subsidence-or-soil-movement | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51574-non-conventional-means-for-monitoring-pipelines-in-areas-of-soil-subsidence-or-soil-movement/ | 0 | 0 | raw | default | 349 | Legacy | |||||||
| 01/08/1988 | 2679 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Stress-corrosion cracking (SCC) occurs occasionally in line-pipe steels. Reviews of this cracking indicate that the environment is carbonate-bicarbonate and that the cracking is primarily intergranular. Research sponsored by the PRCI Line Pipe Research Supervisory Committee (LPRSC) has over the years identified metallurgical and electrochemical parameters as playing a role in the process. This work has also argued the significance of strain rate and its relationship to the service loading, given that dissolution is indicated as the controlling mechanism. While much has been learned about the mechanism of cracking, very little has been learned about how to directly relate the nucleation and growth of cracks to the loading, the metallurgy, and the environmental parameters. The continual development of new line-pipe steels, the probable development of reliable in-line inspection (ILI) tools to detect SCC, and the occasional discovery of cracking colonies during field surveys have recently centered attention on methods to rank line-pipe resistance to SCC and characterize crack-growth rates. Ranking line-pipe resistance to SCC may be done in terms of a threshold stress for nucleation of SCC or the rate of crack growth at some crack depth beyond nucleation. Estimating remaining life of cracks located by an ILI tool or confirmed in a field survey involves only crack growth rate data or data that define a threshold stress for continued growth. Recent attention of the SCC subgroup of the LPRSC, therefore, has focussed on experimental protocols to assess susceptibility, determine thresholds, and establish growth rate behavior. The tapered-tension test (TTT) has been developed to determine stress thresholds for crack nucleation, whereas several different prenotched or precracked geometries have been or are now being used to assess crack growth. Attention has also focussed on modelling SCC thresholds and crack growth behavior so that data developed under laboratory conditions can be adapted to assess field cracking situations. Models are being explored for both threshold and crack-growth conditions. This report presents the development and validation for a model that is being adapted to line-pipe problems for the SCC subgroup. This model deals with the threshold for and the growth of SCC cracks up to about 0.020-inch deep. | L51575 Mechanics-Based Analysis of SCC in a Carbonate-Bicarbonate Environment | Stress-corrosion cracking (SCC) occurs occasionally in line-pipe steels. Reviews of this cracking indicate that the environment is carbonate-bicarbonate and that the cracking is primarily intergranular. Research sponsored by the PRCI […] | publish | Uncategorized | open | open | l51575-mechanics-based-analysis-of-scc-in-a-carbonate-bicarbonate-environment | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51575-mechanics-based-analysis-of-scc-in-a-carbonate-bicarbonate-environment/ | 0 | 0 | raw | default | 449 | Legacy | |||||||
| 01/03/1989 | 2680 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of the Crack Growth/Modeling effort of the NG-18 Line Pipe Supervisory Committee's Stress-Corrosion Phase is to develop an understanding of the factors that control stress-corrosion crack growth. This information can be used to develop models for predicting crack growth and to mitigate crack growth through control of metallurgical parameters and operating conditions. This effort has been divided into the following four main tasks: (1) Characterization of crack shape,(2) Identification of a crack force driving parameter,(3) Determination of the effects of mechanical properties on crack growth and shape, and(4) Examination of the effects of crack interaction on overall crack growth. The background, procedures, and results of the work done in each of these tasks will be described separately. | L51576 Crack Growth Behavior and Modeling | The objective of the Crack Growth/Modeling effort of the NG-18 Line Pipe Supervisory Committee’s Stress-Corrosion Phase is to develop an understanding of the factors that control stress-corrosion crack growth. This […] | publish | Uncategorized | open | open | l51576-crack-growth-behavior-and-modeling | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51576-crack-growth-behavior-and-modeling/ | 0 | 0 | raw | default | 595 | Legacy | |||||||
| 01/08/1988 | 2681 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | If a relationship between the deformation properties of a line pipe steel and its stress-corrosion cracking resistance can be established, then steels may be selected or designed for improved stress-corrosion resistance, based on their mechanical properties. Benefit: In this research program three line pipe steels, removed from long-term service, were examined to determine if there is a correlation between their mechanical properties and stress-corrosion cracking resistance. The hypothesis was that the steel with the greatest tendency for strain hardening, under cyclic and monotonic stress conditions would also have the highest threshold stress for stress-corrosion crack initiation. This hypothesis was verified by the laboratory experiments, which showed the steel with the greatest tendency for strain hardening to have the highest resistance to stress-corrosion. Two other steels, with distinctly lower resistance to plastic deformation, had lower threshold stresses for stress-corrosion. This observation is consistent with the present concept of stress-corrosion crack growth, which holds that crack tip dissolution, and hence crack propagation, occurs because localized plastic deformation ruptures passive films or prevents film formation resulting in crack growth. Result: The cyclic strain behavior of these three steels is consistent with their monotonic stress-strain curves. Both Steels A and B showed a point of extreme strain as the cyclic stress was increased. Their monotonic stress-strain curves both showed well pronounced yield points above which a considerable strain accompanied a small stress increment (low strain hardening). For both steels the rapid increase in cyclic strain occurred at approximately the elevated temperature yield point (45 ksi for Steel A | L51577 Prediction of SCC Susceptibility Based on Mechanical Properties of Line Pipe Steels | If a relationship between the deformation properties of a line pipe steel and its stress-corrosion cracking resistance can be established, then steels may be selected or designed for improved stress-corrosion […] | publish | Uncategorized | open | open | l51577-prediction-of-scc-susceptibility-based-on-mechanical-properties-of-line-pipe-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51577-prediction-of-scc-susceptibility-based-on-mechanical-properties-of-line-pipe-steels/ | 0 | 0 | raw | default | 349 | Legacy | |||||||
| 01/10/1988 | 2682 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The Drop-Weight-Tear-Test (DWTT) energy absorption has not previously been considered as a measure of fracture toughness from this test. The DWTT was originally planned to define the fracture appearance transition temperature of line pipe. The test has been very successfully used for this purpose for the past 20 years. During this period of DWTT usage, the need for a toughness measurement to control ductile fracture propagation has seen the application of a Charpy shelf-energy in addition to a DWTT or Charpy shear area requirement in the specification of line-pipe properties. The purpose of exploring energy measurements in the DWTT is to determine if both fracture appearance and toughness can be obtained from a single test. To this end, a number of individual steel companies and gas-transmission companies have been examining the use of a DWTT energy measurement. The objective of this program is to obtain reference steels that are uniform and of varying energy levels so that reference specimens can be supplied to a laboratory to assess the accuracy and precision of their DWTT energy measuring equipment. The major result is that three plates have now been calibrated and are available for energy verification measurements on DWTT testing equipment. The procedure that has been established for the calibration of machines is based on accuracy and precision tolerances of 5 percent. | L51578 Drop-Weight-Tear-Test Equipment Energy Calibration Program | The Drop-Weight-Tear-Test (DWTT) energy absorption has not previously been considered as a measure of fracture toughness from this test. The DWTT was originally planned to define the fracture appearance transition […] | publish | Uncategorized | open | open | l51578-drop-weight-tear-test-equipment-energy-calibration-program | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51578-drop-weight-tear-test-equipment-energy-calibration-program/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 04/03/1988 | 2683 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | There are a number of economic advantages that arise through using high strength pipeline steels. The reduced wall thickness leads to lower steel tonnage requirements and provides scope for reducing welding time. Until relatively recently, the API specification 5LÂ " Specification for Linepipe" only covered steels up to 70 ksi minimum yield strength. This document reports on small scale weldability tests on two X80 grade steels and presents mechanical property data on full-size circumferential girth welds. Small scale SMA weldability was assessed using the WIC test with cellulosic consumables of matching strength. Weld metal, rather than HAZ, hydrogen cracking was found to occur at preheat temperatures below approximately 110 C (230 F). Heat affected zone cracking was not observed in any of the WIC tests. | L51579 Field Weldability of High Strength Pipeline Steels | There are a number of economic advantages that arise through using high strength pipeline steels. The reduced wall thickness leads to lower steel tonnage requirements and provides scope for reducing […] | publish | Uncategorized | open | open | l51579-field-weldability-of-high-strength-pipeline-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51579-field-weldability-of-high-strength-pipeline-steels/ | 0 | 0 | raw | default | 549 | Legacy | |||||||
| 01/10/1998 | 2684 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The British Standards Institute document PD6493:1980 uses the crack tip opening displacement (CTOD) design curve as a method for determining defect acceptance levels in welded joints. The document is under revision and current proposals for the fracture section of the revised document employ three levels of assessment procedures, arranged as a progression from simple stress treatments producing conservative results, to critical analyses which incorporate more rigorous stress analyses and contain no inherent factors of safety. The proposed Level 1 assessment procedure is generally consistent with the CTOD design curve methodology of the current document. Changes include a more simplified treatment of stresses and a plastic collapse analysis. Level 1 is intended as a preliminary screening method before moving to the higher-level procedures as appropriate. Level 2 is seen as the most appropriate assessment level for the majority of industrial applications. It employs a collapse modified strip yield model, and allows for more complex stress analysis treatments than Level 1. These treatments take account of the plasticity interaction between primary and secondary stresses. Level 3 provides the most advanced assessment route. It is based on a reference stress approach and in general requires development of accurate stress-strain data for a particular material. Its main areas of application are for materials exhibiting a high work hardening characteristic or for tearing instability analyses.Result: Experimental work was carried out to generate data against which to validate the numerical models used in the subsequent theoretical investigation of safety factors inherent in defect assessment procedures. It is considered appropriate to examine the proposed Levels 1, 2 and 3 assessment procedures in preference to the CTOD design curve of the current document since this three-tier structure will soon supercede the PD6493:1980 approach. The similarities between the Level 1 methodology and the design curve, and also between the Level 2 approach and the previously investigated collapse modified strip yield formulations allow a systematic investigation of any relative change in safety factors between the old and the new methods.Benefit: The validation studies demonstrated that numerical models using true stress-logarithmic strain data gave reasonable predictions of the experimental global displacement and local crack tip response. Plane stress and plane strain succeeded in providing lower and upper bounds respectively to the experimental load-displacement behavior for plain and welded configurations. Plane stress conditions were considered the most suitable for the theoretical safety factor investigation. Level 1 assessment was found to be generally conservative but safety factors less than unity could occur for defects located in severe residual stress fields under high levels of load. Level 2 and Level 3 assessments produced consistent levels of safety when realistic defects at welds were considered which included over-matching weld metal and weld cap reinforcement. | L51580 Safety Factors in the Assessment of Realistic Defects in Pipeline Welds | The British Standards Institute document PD6493:1980 uses the crack tip opening displacement (CTOD) design curve as a method for determining defect acceptance levels in welded joints. The document is under […] | publish | Uncategorized | open | open | l51580-safety-factors-in-the-assessment-of-realistic-defects-in-pipeline-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51580-safety-factors-in-the-assessment-of-realistic-defects-in-pipeline-welds/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/03/1988 | 2685 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this program has been to determine the significance of low toughness regions on the service performance of heat-affected zones in heavy wall pipe materials. The low temperature HAZ toughness of welds in microalloyed and quenched and tempered materials at two heat inputs was established, a test technique to produce fatigue cracks in the HAZ was developed, and four full scale fracture tests were completed at -49°F. | L51581 Heat-Affected-Zone Toughness in Heavy Wall Pipe | The objective of this program has been to determine the significance of low toughness regions on the service performance of heat-affected zones in heavy wall pipe materials. The low temperature […] | publish | Uncategorized | open | open | l51581-heat-affected-zone-toughness-in-heavy-wall-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51581-heat-affected-zone-toughness-in-heavy-wall-pipe/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/07/1988 | 2686 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report contains data that demonstrates the scaling of flow regime, pressure drop, and holdup multiphase flow with pipe diameter. In addition, entrance length effects, the onset of liquid entrainment, and interfacial shear modeling at high gas density were studied for purposes of validating multiphase flow design methods. Stratified, slug and annual flow regimes were observed in a 112-foot long 3.5-inch diameter test section. Air, freon, and water were used to represent pipeline fluids. | L51582 Scaling of Multiphase Pipe Flow Behavior at High Gas Density | This report contains data that demonstrates the scaling of flow regime, pressure drop, and holdup multiphase flow with pipe diameter. In addition, entrance length effects, the onset of liquid entrainment, […] | publish | Uncategorized | open | open | l51582-scaling-of-multiphase-pipe-flow-behavior-at-high-gas-density | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51582-scaling-of-multiphase-pipe-flow-behavior-at-high-gas-density/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/07/1988 | 2687 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report examines actual fluid flow data for gas/oil pipelines and compares the data to two-phase flow modeling methods. Field data from eight operating pipelines was compared. Measured pressure drop and measured overall holdup for the eight gas/oil and gas/condensate pipelines examined were compared against calculated values. The gas/condensate pipelines, Marlin, Viking, Prigg-St. Fergus, Seagull, were primarily in the slug regime in the uphill direction and in the stratified regime downhill. | L51583 Further Assessment of Modeling Methods for Multi-Phase Operation | This report examines actual fluid flow data for gas/oil pipelines and compares the data to two-phase flow modeling methods. Field data from eight operating pipelines was compared. Measured pressure drop […] | publish | Uncategorized | open | open | l51583-further-assessment-of-modeling-methods-for-multi-phase-operation | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51583-further-assessment-of-modeling-methods-for-multi-phase-operation/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/03/1988 | 2688 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This work is an extension of a program reported in 1984 to establish factors which control corrosion of API line pipe in gas containing carbon dioxide and water. In this phase of the program, there were four objectives. One was to establish the temperature of maximum corrosion in the range of 75°, 100° and 175°F at 1000 psi in water saturated with carbon dioxide at partial pressures of 15 and 50 psia. The next was to explore the role of carbon content and microstructure in the steel, iron carbonate film formation, and resulting corrosion rates. The third was to examine the role of pre-existing mill scale and corrosion films on accelerating pitting attack. The final objective was to extend a spread sheet computer model to calculate corrosion rates from field data. Tests were run in a refreshed, recirculating autoclave at a total pressure of 1000 psi in water saturated with CO2 at partial pressures of 15 and 50 psia, and containing bicarbonate ion to adjust the pH either to 5 or 6. Six materials were tested: ASTM-A53B, two lots of API5LX-X52 and three lots of API5LX-X60. Samples were pulled at intervals for weight loss corrosion and to examine the surface films by electron microscope and metallography. After plotting the weight loss results, corrosion rates in mils per year (MPY) were calculated. The microstructure of the metal, the corrosion films of iron carbonate, and the weight loss results were then examined. The corrosion data were incorporated into a spread sheet computer model for users to calculate their own pipe line corrosion rates. | L51584 Effect of Water Chemistry on Internal Corrosion Rates in Offshore Pipelines.pdf | This work is an extension of a program reported in 1984 to establish factors which control corrosion of API line pipe in gas containing carbon dioxide and water. In this […] | publish | Uncategorized | open | open | l51584-effect-of-water-chemistry-on-internal-corrosion-rates-in-offshore-pipelines-pdf | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51584-effect-of-water-chemistry-on-internal-corrosion-rates-in-offshore-pipelines-pdf/ | 0 | 0 | raw | default | 245 | Legacy | |||||||
| 01/12/1988 | 2689 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | It has been widely recognized that the pipe-to-soil potential of pipelines under cathodic protection varies seasonally, depending primarily on the soil moisture content. In dry seasons, for instance, the pipe-to-soil potential becomes less negative so that meeting the -0.85 V (Cu/CuS04) criterion can be difficult if not impossible. The American Gas Association (AGA) through the Pipeline Research Council International, Inc. (PRCI), accordingly, initiated a research program at Battelle Columbus Division to study the effects of soil moisture content on corrosion and cathodic protection of underground pipelines. Cathodic protection is widely used for preventing corrosion in underground, buried structures. The overall objective of this research was to examine the effects of seasonal variations in soil moisture on the cathodic protection requirements to prevent corrosion of pipe steel in soils. The research consisted of four major tasks: Task 1: Characterization of the Effects of Moisture Content; consisted of a series of laboratory experiments in which the electrochemical behavior of pipe steel in soils of different moisture contents were examined. Task 2: Characterization of the Effects of Cyclic Moisture Fluctuations; was concerned with evaluating, through another series of laboratory tests, the effects of seasonal moisture fluctuations on the electrochemical behavior of cathodically-protected pipe steel. Task 3: Cathodic Protection Requirements as a Function of Moisture Content; consisted of analyzing the results of Tasks 1 and 2 and thereby assessing the cathodic protection potential and current requirements as a function of soil moisture content. Task 4: Field Tests; was concerned with verifying the laboratory results, obtained in Tasks 1, 2, and 3, in the field. This verification was done by (1) comparing and correlating the laboratory results with available field data from other PRCI funded projects and (2) performing a limited field test. | L51585 Effects of Seasonal Variations on Requirements to Prevent Corrosion in Soils | It has been widely recognized that the pipe-to-soil potential of pipelines under cathodic protection varies seasonally, depending primarily on the soil moisture content. In dry seasons, for instance, the pipe-to-soil […] | publish | Uncategorized | open | open | l51585-effects-of-seasonal-variations-on-requirements-to-prevent-corrosion-in-soils | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51585-effects-of-seasonal-variations-on-requirements-to-prevent-corrosion-in-soils/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 15/07/1988 | 2690 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Reports the results of a survey of 27 pipeline transmission companies concerning their coating practices. The survey focused on coating problems and coating preferences. Prepared by the Corrosion Supervisory Committee of the Pipeline Research Committee. | L51586 A Review of Gas Industry Pipeline Coating Practices | Reports the results of a survey of 27 pipeline transmission companies concerning their coating practices. The survey focused on coating problems and coating preferences. Prepared by the Corrosion Supervisory Committee […] | publish | Uncategorized | open | open | l51586-a-review-of-gas-industry-pipeline-coating-practices | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51586-a-review-of-gas-industry-pipeline-coating-practices/ | 0 | 0 | raw | default | 250 | Legacy | |||||||
| 01/12/1988 | 2691 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Corrosion protection of pipelines inside casings recently has received increasing attention. Although, historically, the safety record of operating pipelines within casings has been excellent, recent experience of the pipeline industry has suggested that potential problems may exist and improved or new field techniques for monitoring the effectiveness of corrosion control practices need to be developed specifically for the pipeline within casings. Furthermore, the mechanism or the root cause of corrosion of pipelines inside casings needs to be better understood. The objectives of the research have been to develop a reliable field technique, based upon the AC-impedance technique, to determine whether or not a carrier pipe is electrically (metallically) shorted to a casing pipe, and to develop a prototype instrument for field use. During 1987, Task 1 "Development of a Field Technique to Determine Electrical Shorts" was performed. Major subtasks performed in Task 1 were a review of the currently available field techniques for electrical short detection | L51587 Field Techniques to Determine Electrical Shorts Between Carrier Pipe and Casing Pipe | Corrosion protection of pipelines inside casings recently has received increasing attention. Although, historically, the safety record of operating pipelines within casings has been excellent, recent experience of the pipeline industry […] | publish | Uncategorized | open | open | l51587-field-techniques-to-determine-electrical-shorts-between-carrier-pipe-and-casing-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51587-field-techniques-to-determine-electrical-shorts-between-carrier-pipe-and-casing-pipe/ | 0 | 0 | raw | default | 349 | Legacy | |||||||
| 31/05/1988 | 2692 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Reviews current technology of internal labyrinth seals and concludes that internal leakage can reduce compressor efficiencies as much as 3 to 6 percent. Discusses limitations on abradable seals with tighter clearances and the effect of compressor surge on both types of seals. Proposes resiliently mounted seals as subject for future investigation to accommodate rotor movement without excessive seal wear. | L51588 Improved Internal Seals for Pipeline Centrifugal Compressors | Reviews current technology of internal labyrinth seals and concludes that internal leakage can reduce compressor efficiencies as much as 3 to 6 percent. Discusses limitations on abradable seals with tighter […] | publish | Uncategorized | open | open | l51588-improved-internal-seals-for-pipeline-centrifugal-compressors | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51588-improved-internal-seals-for-pipeline-centrifugal-compressors/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/08/1989 | 2693 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A metallurgical investigation was undertaken to identify the factors that are responsible for sensitivity to sulfide-stress cracking (SSC) in the heat-affected zone (HAZ) of microalloyed high-strength line-pipe steels, when the HAZ does not contain regions of high hardness. Sustained-load tests were conducted in the NACE laboratory sour-gas environment to determine the regions in which SSC initiated, and thereby to identify which regions were most sensitive to SSC. | L51589 Investigation of Sulfide-Stress Cracking at Pipe Seam Welds | A metallurgical investigation was undertaken to identify the factors that are responsible for sensitivity to sulfide-stress cracking (SSC) in the heat-affected zone (HAZ) of microalloyed high-strength line-pipe steels, when the […] | publish | Uncategorized | open | open | l51589-investigation-of-sulfide-stress-cracking-at-pipe-seam-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51589-investigation-of-sulfide-stress-cracking-at-pipe-seam-welds/ | 0 | 0 | raw | default | 349 | Legacy | |||||||
| 01/03/1988 | 2654 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | There is a frequent need in the transmission industry to modify pipe work by welding on additional pipes and branches to existing pipelines. It is very expensive to shut down the pipeline during this operation, and it is therefore, customary to make these welds onto live pipelines. This procedure must be done with great care, since a burn through would allow the leak of pressurized products. However, a greater problem is the rapid cooling of any weld due to the high heat sink effect of the flowing gas. In ferritic steel pipelines, this can lead to excessive hardening of the heat-affected zone (HAZ) of the weld and a high risk of cracking. Although guidelines are available to help welding engineers design safe welding procedures for hot tap welding, these guidelines were developed specifically for high carbon equivalent steels and are excessively conservative for the less hardenable lower carbon steels that have recently been supplied. This work develops a new criteria for hot tap welding which will allow safe procedures to be developed easily for all ferritic steels. The approach being used is primarily experimental and a series of tests using simulated branch and sleeve connections have been welded with various electrodes (E7018, E6010 and E8010) and cooling rates and the extent of cracking determined. A parallel study is being made to develop a technique in which the heat sink capacity of a pipeline containing flowing pressurized gas can be easily measured in the field. Knowledge of this parameter will enable the welding engineer to select an appropriate welding procedure. | L51548 Criteria for Hot Tap Welding | There is a frequent need in the transmission industry to modify pipe work by welding on additional pipes and branches to existing pipelines. It is very expensive to shut down […] | publish | Uncategorized | open | open | l51548-criteria-for-hot-tap-welding | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51548-criteria-for-hot-tap-welding/ | 0 | 0 | raw | default | 249 | Legacy | |||||||
| 01/01/1988 | 2655 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Through model tests, hydrodynamic forces experienced by a pipeline placed in an open trench and exposed to wave and current action were determined. The resultant data were analyzed and force coefficients developed. | L51549 Hydrodynamic Forces on Pipeline in an Open Trench | Through model tests, hydrodynamic forces experienced by a pipeline placed in an open trench and exposed to wave and current action were determined. The resultant data were analyzed and force […] | publish | Uncategorized | open | open | l51549-hydrodynamic-forces-on-pipeline-in-an-open-trench | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51549-hydrodynamic-forces-on-pipeline-in-an-open-trench/ | 0 | 0 | raw | default | 50 | Subsea | |||||||
| 01/03/1988 | 2656 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Examines current requirement method to establish whether sufficient cathodic protection has been achieved. The basic concept was validated although current field measurement equipment must be improved to be usable. | L51550 Current Requirement for Cathodic Protection | Examines current requirement method to establish whether sufficient cathodic protection has been achieved. The basic concept was validated although current field measurement equipment must be improved to be usable. | publish | Uncategorized | open | open | l51550-current-requirement-for-cathodic-protection | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51550-current-requirement-for-cathodic-protection/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/09/1987 | 2657 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Describes an approach for determining the rest potential of a bare or poorly coated pipeline. Examines the factors that influence the rest potential and free corrosion potential of steel in soil. | L51551 Quick and Accurate Method to Determine the Free-Corrosion Potential of a Buried Pipeline | Describes an approach for determining the rest potential of a bare or poorly coated pipeline. Examines the factors that influence the rest potential and free corrosion potential of steel in […] | publish | Uncategorized | open | open | l51551-quick-and-accurate-method-to-determine-the-free-corrosion-potential-of-a-buried-pipeline | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51551-quick-and-accurate-method-to-determine-the-free-corrosion-potential-of-a-buried-pipeline/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/12/1988 | 2658 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objectives of this program were to identify factors that affect variability of the SCC data and that control SCC susceptibility, and to identify the cause of the high susceptibility of seasoned surfaces on some line pipe steels. Seasoning refers to the exposure of mill scaled surface to an in ground environment. The experimental approach consisted of a careful reexamination of the tapered tensile test specimens from prior project NG-18 research and experimental studies designed to confirm the trends apparent from the data analysis. In the specimen examination task, mill scalecoverage, corrosion* pit number and depth, surface residual stresses, and decarburization were measured on selected specimens and related to the variability in the SCC susceptibility. Three types of variability were of interest: side-to-side and specimen-to-specimen variability for replicate specimens of a single steel (which produce scatter in the SCC results), and material-to-material variability which indicates actual differences in SCC susceptibility. | L51552 Surface Effects on Stress Corrosion Susceptibility of Line Pipe Steels | The objectives of this program were to identify factors that affect variability of the SCC data and that control SCC susceptibility, and to identify the cause of the high susceptibility […] | publish | Uncategorized | open | open | l51552-surface-effects-on-stress-corrosion-susceptibility-of-line-pipe-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51552-surface-effects-on-stress-corrosion-susceptibility-of-line-pipe-steels/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/11/1987 | 2659 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Report in the format of a technical note describing mechanistic analysis methods developed in the course of a series of research projects involving pressure drop and liquid hold-up prediction in multiphase flow. The calculated results are compared with data from the A.G.A. Gas-Liquid Pipeline Data Bank (L51521). | L51553 Assessment of Mechanistic Methods for Multiphase Lines | Report in the format of a technical note describing mechanistic analysis methods developed in the course of a series of research projects involving pressure drop and liquid hold-up prediction in […] | publish | Uncategorized | open | open | l51553-assessment-of-mechanistic-methods-for-multiphase-lines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51553-assessment-of-mechanistic-methods-for-multiphase-lines/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/01/1988 | 2660 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | While laboratory-scale studies of single-phase flow have resulted in good correlations for the design of large-diameter pipeline systems, similar approaches for two-phase flow have not been as useful. Although theoretical modeling and simulation of single-phase turbulent flow has not yet been accomplished, empirical observation of many small-scale examples has lead to effective correlations through dimensional analysis. These correlations for a single-phase often do scale-up adequately for design of pipelines. However, when an additional phase is present, this approach has not worked well. It is likely that a better understanding of the fundamental interaction of two-turbulent phases will be necessary if small-scale studies are to be used for the design of large, high-pressure pipeline systems. A more immediate way of gaining some knowledge of two-phase flow in large diameter pipes of the complexity present in the field is to over-design a pipeline system and construct it, field tune it to specifications, then observe its behavior. This is obviously a risky and expensive approach. However, many such systems have been constructed. It is on these successful two-phase pipeline systems that our attention should be focused in the immediate future if we are to improve two-phase pipeline design now of new but similar systems. Such is the focus of this study of the Hovenweep CO2 Gathering System. The Hovenweep CO2 Gathering System was selected for study as a pipeline system that could add to the knowledge of the nature of steady-state two-phase flow in large diameter high pressure pipeline systems with hilly terrain. Characterization includes measurement of the following variables: 1. gas and liquid flow rates; 2. typical gas and liquid compositions; 3. liquid volume fractions; 4. pressure drop across each test segment; 5. temperature. | L51554 Field Observations on the Two-Phase Hovenweep CO2 Gathering System During Summer Operation | While laboratory-scale studies of single-phase flow have resulted in good correlations for the design of large-diameter pipeline systems, similar approaches for two-phase flow have not been as useful. Although theoretical […] | publish | Uncategorized | open | open | l51554-field-observations-on-the-two-phase-hovenweep-co2-gathering-system-during-summer-operation | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51554-field-observations-on-the-two-phase-hovenweep-co2-gathering-system-during-summer-operation/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/07/1987 | 2661 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This handbook enables designers to reliably predict pressure losses in natural gas compressor and meter station yard piping under steady state flow conditions. Pressure loss data are presented in the form of non-dimensional pressure loss coefficients for a wide range of components. Many example calculation sare provided. Recommendations are also made on the installation of compressors to reduce pressure losses and increase efficiency. Also see related document, L51557. | L51556 Pressure Loss in Compressor Yard Pipework | This handbook enables designers to reliably predict pressure losses in natural gas compressor and meter station yard piping under steady state flow conditions. Pressure loss data are presented in the […] | publish | Uncategorized | open | open | l51556-pressure-loss-in-compressor-yard-pipework | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51556-pressure-loss-in-compressor-yard-pipework/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 01/06/1987 | 2662 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The economic assessment of piping layout in compressor station yards relies on accurate prediction of pressure losses within the network. Methods currently used to predict pressure losses in station pipe work are unreliable. As a result inadequate and inaccurate information is being used when making economic assessments of piping layout and in the prediction of operating costs. By improving the design process substantial economic advantages may be gained in balancing pressure losses and compressor inlet flow conditions against investment in piping and components. Currently the existing data concentrate on isolated component losses and there is a lack of reliable data on interaction of adjacent components frequently present in compressor yard layouts. Thus, in order to produce a comprehensive guide to compressor yard losses, there was considerable incentive to quantify these interactions. This report details the experimental work to provide reliable pressure loss data for an engineer's design handbook. The tee tests include the effect of branch to run radius and two area ratios. A total of 36 bend/tee combinations were tested. Results are presented as overall bend/tee pressure loss coefficients and interaction corrections. The latter are used in the design handbook. The factors affecting bend and tee performance are discussed. Bend/tee interactions are explained qualitatively in terms of interaction of the pressure and flow distributions within the components. The work covers pressure losses in bends, close coupled bend/bend combinations, tees (combining and dividing) and tee/bend combinations. | L51557 Pressure Losses in Compressor Station Yard Pipework – Phase II | The economic assessment of piping layout in compressor station yards relies on accurate prediction of pressure losses within the network. Methods currently used to predict pressure losses in station pipe […] | publish | Uncategorized | open | open | l51557-pressure-losses-in-compressor-station-yard-pipework-phase-ii | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51557-pressure-losses-in-compressor-station-yard-pipework-phase-ii/ | 0 | 0 | raw | default | 500 | Compressor & Pump Station | |||||||
| 01/01/1988 | 2663 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Offshore pipelines installed in moderate to deep water depths (1,500 ft. and beyond) must, by necessity, be designed to withstand ambient external pressure. Improper design can lead to catastrophic collapse of large sections of the structure. During the installation process the line can experience significant bending and tension loads in addition to external pressure. These additional loads can significantly reduce the collapse pressure of the pipe. Special purpose combined loading test facilities were designed and built in which pressures equivalent to 10,000 ft. and beyond were simulated. The test facilities were used to establish load interaction collapse envelopes for the two types of combined loading mentioned. Bending/pressure collapse envelopes were generated for tubes with diameter to thickness ratios of 34.7, 24.5, 18.2 and 17.3. Tension/pressure collapse envelopes were generated for tubes with diameter to thickness ratios of 38.3, 24.5, 18.2 and 12.2. The geometric imperfections and material parameters were recorded for all test specimen's prior to collapse. Under bending/pressure loading the tube response, the critical collapse loads and the nature of the instabilities observed were found to depend on the loading path. Collapse was found to be relatively insensitive to the history for tension/pressure loading. | L51559 Factors Affecting Pipe Collapse Phase II | Offshore pipelines installed in moderate to deep water depths (1,500 ft. and beyond) must, by necessity, be designed to withstand ambient external pressure. Improper design can lead to catastrophic collapse […] | publish | Uncategorized | open | open | l51559-factors-affecting-pipe-collapse-phase-ii | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51559-factors-affecting-pipe-collapse-phase-ii/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/08/1989 | 2664 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Proof testing of a hot tap prior to completing the actual tap has, in the past, been an individual company procedure. These proof testing procedures have varied from a low pressure leak test to a high pressure test that has reportedly, in a few cases, caused a rupture through the enclosed circular segment of the main line pipe. The objective of this research was to determine a safe and reasonable test pressure level to apply to the attached branch line before completion of the tap. It is aimed at optimizing the safety of hot tap installations while minimizing the chances of damage to the carrier pipe. An analytical model was developed to predict the elastic response of a critical location of the hot tap joint under proof test conditions. Two experiments instrumented with strain gages were conducted. The strain gages were placed in critical locations to determine which area is most highly strained and to help determine the maximum pressure level to be applied in the test. It was not desired to cause a rupture in these experiments, but the pressure level was taken higher than the "safe and reasonable test pressure" to obtain information that would bracket this test pressure level. Full-scale instrumented pressure tests were then conducted on 30-inch X60 run pipe with three tap sizes. The tests showed the analysis to be accurate for ratios of branch pipe diameter to run pipe diameter greater than 0.3. | L51561 Proof Testing of the Pre-Hot-Tap Branch Connection | Proof testing of a hot tap prior to completing the actual tap has, in the past, been an individual company procedure. These proof testing procedures have varied from a low […] | publish | Uncategorized | open | open | l51561-proof-testing-of-the-pre-hot-tap-branch-connection | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51561-proof-testing-of-the-pre-hot-tap-branch-connection/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 01/08/1988 | 2665 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Considerable research has been conducted to define the significance of the yield-to-tensile (Y/T) ratio for line-pipe steels. In the late 1960s and early 1970s, a study was completed in which a series of burst tests was conducted on 41 pipes ranging from 8 to 42 inches in diameter and representing API Specification 5L Grades A through X65. In this study, only 2 of the 41 materials studied had a yield-to-tensile ratio greater than 0.9, and these were artificially created. With the advent of the X70 and X80 steels, higher yield-to-tensile ratios have developed as the yield strength increased. A re-examination of this question in terms of the higher strength materials is presented herein. The objective of this research is to determine if the high yield-to-tensile ratio of X70 and X80 line-pipe steels in any way restricts such operating practices as hydrostatic testing, operating stress level, and flaw behavior. | L51562 A Study of the Yield-Tensile Ratio and Its Effect on Line Pipe Behavior | Considerable research has been conducted to define the significance of the yield-to-tensile (Y/T) ratio for line-pipe steels. In the late 1960s and early 1970s, a study was completed in which […] | publish | Uncategorized | open | open | l51562-a-study-of-the-yield-tensile-ratio-and-its-effect-on-line-pipe-behavior | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51562-a-study-of-the-yield-tensile-ratio-and-its-effect-on-line-pipe-behavior/ | 0 | 0 | raw | default | 349 | Legacy | |||||||
| 01/08/1988 | 2666 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The report describes the results of an evaluation of the stress-corrosion cracking (SCC) resistance of three high-strength, line pipe steels. These steels included an X70 grade containing Mn, V, and Cb, with a ferritic-bainitic microstructure; an X70 grade containing boron (B), with a bainitic structure; and a ferritic X80 grade microalloyed with Mo, Cb, V, and Ti. All three of these steels have been shown, in previous PRCI research programs, to have excellent strength, toughness, and resistance to hydrogen sulfide attack. | L51563 SCC Resistance of Newly Developed Grade X70 and X80 Line Pipe Steels | The report describes the results of an evaluation of the stress-corrosion cracking (SCC) resistance of three high-strength, line pipe steels. These steels included an X70 grade containing Mn, V, and […] | publish | Uncategorized | open | open | l51563-scc-resistance-of-newly-developed-grade-x70-and-x80-line-pipe-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51563-scc-resistance-of-newly-developed-grade-x70-and-x80-line-pipe-steels/ | 0 | 0 | raw | default | 449 | Corrosion | |||||||
| 01/01/1988 | 2667 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In 1972, PRCI Project PR-15-61 was initiated to measure exhaust emissions from stationary reciprocating gas engines and gas turbines used in natural gas compressor stations. Emission rates of oxides of nitrogen (NOx), hydrocarbons (HC), and carbon monoxide (CO) were measured from 59 reciprocating gas engines and nine gas turbines. During and subsequent to 1972, the PRCI laboratories and various PRCI member companies conducted emissions measurements. In 1978, PRCI Project PR-15-92 was initiated to conduct additional emissions measurements. That project involved 55 reciprocating gas engines and 11 gas turbines. All of those data were included in the May 1980 revision to the compilation of emissions data. Subsequent to the May 1980 revision, additional emissions measurements were conducted under PRCI Projects PR-15425 and PR-15-613, and emissions data were obtained from gas transmission companies and gas engine manufacturers in PR-15-613. These additional data are included in this 1988 reissue of the compilation. The emissions data presented in this data book have been obtained from projects conducted or sponsored by the Pipeline Research Committee of the Pipeline Research Council International (PRCI), individual PRCI member companies, or gas engine manufacturers. Data included are from in-use reciprocating engines and gas turbines that have been in-service for anywhere from less than a year to one or more decades. These data are generally presented as received. Editing has been limited to omitting data for entire tests only where the data are obviously in error and to identifying specific erroneous or questionable items within a test. | L51565 Emissions Data for Stationary Engines in the Natural Gas Pipeline Transmission Industry | In 1972, PRCI Project PR-15-61 was initiated to measure exhaust emissions from stationary reciprocating gas engines and gas turbines used in natural gas compressor stations. Emission rates of oxides of […] | publish | Uncategorized | open | open | l51565-emissions-data-for-stationary-engines-in-the-natural-gas-pipeline-transmission-industry | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51565-emissions-data-for-stationary-engines-in-the-natural-gas-pipeline-transmission-industry/ | 0 | 0 | raw | default | 495 | Compressor & Pump Station | |||||||
| 01/01/1988 | 2668 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Eddy current testing has received only limited application to ferrous materials because the high permeability of the material in combination with the normally high frequency of the eddy current instrument results in a very small depth of penetration of the eddy currents into the material. The objectives of this research program were threefold. The first goal was to develop an eddy current instrument with frequencies low enough to penetrate pipeline steel. The second was to use the new instrument to develop techniques for locating stress corrosion cracks (SCC) on coated pipelines without requiring the removal of the coating. Our last goal was to develop methods of characterizing SCC; i.e. determining the lengths and depths of the defects. | L51566 Ultralow Frequency Eddy Current Instrument for the Detection and Sizing of Stress Corrosion Cracks | Eddy current testing has received only limited application to ferrous materials because the high permeability of the material in combination with the normally high frequency of the eddy current instrument […] | publish | Uncategorized | open | open | l51566-ultralow-frequency-eddy-current-instrument-for-the-detection-and-sizing-of-stress-corrosion-cracks | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51566-ultralow-frequency-eddy-current-instrument-for-the-detection-and-sizing-of-stress-corrosion-cracks/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/06/1998 | 2669 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This study was conducted to determine the interactive roles of carbon, oxygen, and nitrogen and residual elements such as titanium, chromium, copper, sulfur, phosphorous, aluminum, tin, antimony, and arsenic on weld metal mechanical properties in pipeline steels. Eleven seamless, flux-core electrodes were fabricated with varying compositions and deposited in girth welds in a 24-inch diameter, API 5LX-65 pipe using the gas-metal-arc-weld (GMAW) process. The results of Charpy V-notch and crack-tip opening displacement tests indicate that desirable toughness properties may require the addition of alloying elements (e.g., nickel) that promote the formation of acicular-ferrite microstructures. In addition, small variations in sulfur content were shown to cause significant variability in notch toughness. | L51567 Influence of Filler Wire Carbon and Residual Element Content on the Mechanical Properties | This study was conducted to determine the interactive roles of carbon, oxygen, and nitrogen and residual elements such as titanium, chromium, copper, sulfur, phosphorous, aluminum, tin, antimony, and arsenic on […] | publish | Uncategorized | open | open | l51567-influence-of-filler-wire-carbon-and-residual-element-content-on-the-mechanical-properties | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51567-influence-of-filler-wire-carbon-and-residual-element-content-on-the-mechanical-properties/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/04/1987 | 2670 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A series of both manned and unmanned welds were completed in a hyperbaric chamber for depths between 100-500 feet. The effect of SMA welding with DEEN specifically, the weld metal carbon and oxygen levels, weld strength and ductility, weld metal toughness and HAZ hardness.Cranfield Institute of Technology | L51569 Hyperbaric Shielded Arc Welding | A series of both manned and unmanned welds were completed in a hyperbaric chamber for depths between 100-500 feet. The effect of SMA welding with DEEN specifically, the weld metal […] | publish | Uncategorized | open | open | l51569-hyperbaric-shielded-arc-welding | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51569-hyperbaric-shielded-arc-welding/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/06/1988 | 2671 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The purpose of this project was to complete a handbook with practical design procedures for submarine pipeline on-bottom stability. The remaining part of the handbook was primarily a description of the interaction between non-trenched pipelines and the seabed where the pipelines were free to move under environmental loading. The objective of this project was to determine the lateral soil resistance forces on a pipeline moving cyclically during hydro-dynamic loading. To meet the goal, full-scale pipe-soil interaction tests were conducted. The models presented in this report are based on the results and general understanding obtained from 110 experimental tests of pipe-soil interaction on loose and dense sand, and soft clay. Raw data from 29 experimental tests on stiff clay in the PIPESTAB project have been qualitatively considered. | L51570 Energy Based Pipe-Soil Interaction Models | The purpose of this project was to complete a handbook with practical design procedures for submarine pipeline on-bottom stability. The remaining part of the handbook was primarily a description of […] | publish | Uncategorized | open | open | l51570-energy-based-pipe-soil-interaction-models | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51570-energy-based-pipe-soil-interaction-models/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 27/10/1987 | 2672 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This project was performed to establish a basis for developing pipe-soil interaction models suitable for PRCI's pipeline design program: "PIPEDYN". Full-scale pipe-soil tests on loose and dense sand and soft clay were performed at the Norwegian Hydrotechnical Laboratory, affiliated with SINTEF. The program tested soil resistance to lateral motions of full-scale (0.5 m and 1.0 m OD) pipe sections on loose and dense sand and soft clay. A test rig was used with a soil flume 12.5 m long, 1.8 m wide, and 0.6 m high, and containing 13.5 m3 of sand or soft clay. Three control signals were applied to the test pipes: simple breakout, regular oscillatory tests and breakout, and random tests with force time histories. The parameters considered were pipe diameter, pipe weight, pipe oscillations, and oscillation amplitude. A total of 110 tests were performed in 25 test flumes (13 preliminary and 12 main) on loose sand, three test flumes on dense sand and ten test flumes on soft clay. Forty-five preliminary and 32 main tests were performed in 25 loose sand flume preparations, whereas 8 main tests were performed in 3 dense sand flumes and 25 main tests in 10 soft clay flumes, for a grand total of 110 pipe-soil tests in 38 soil flumes. Special plate and cone penetration tests were also performed as part of the soil bed tests. Based on the results of the tests, pipe penetration appears to be the most important factor influencing lateral soil resistance. Also, the soil resistance in loose sand was generally higher than in dense sand due to larger pipe penetration and an accordingly higher lateral earth pressure. | L51571 Pipe-Soil Interaction Tests on Sand and Soft Clay | This project was performed to establish a basis for developing pipe-soil interaction models suitable for PRCI’s pipeline design program: “PIPEDYN”. Full-scale pipe-soil tests on loose and dense sand and soft […] | publish | Uncategorized | open | open | l51571-pipe-soil-interaction-tests-on-sand-and-soft-clay | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51571-pipe-soil-interaction-tests-on-sand-and-soft-clay/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/08/1988 | 2673 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A study to review and evaluate the various mechanical pipeline connectors currently available for J-curve pipelay methods offshore. The connectors were compared by listing the advantages and disadvantages of each. A test program to evaluate connectors was developed. | L51573a Pipe Connection Methods and Effects on Deepwater Construction | A study to review and evaluate the various mechanical pipeline connectors currently available for J-curve pipelay methods offshore. The connectors were compared by listing the advantages and disadvantages of each. […] | publish | Uncategorized | open | open | l51573a-pipe-connection-methods-and-effects-on-deepwater-construction | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51573a-pipe-connection-methods-and-effects-on-deepwater-construction/ | 0 | 0 | raw | default | 50 | Subsea | |||||||
| 01/12/1986 | 2634 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Three volumes. Report based on a multi-year effort to develop a Two-Phase Flow Design Manual. Intended to assess the current application of multiphase flow hydraulic methods to system design. Volumes are as follows: Vol. 1, Guide to Quick Calculations; Vol. 2, Guide to Computerized Calculations; and Vol. 3, Theoretical Supplement. | L51527b State-of-the-Art Report on Multiphase Methods Vol 2 | Three volumes. Report based on a multi-year effort to develop a Two-Phase Flow Design Manual. Intended to assess the current application of multiphase flow hydraulic methods to system design. Volumes […] | publish | Uncategorized | open | open | l51527b-state-of-the-art-report-on-multiphase-methods-vol-2 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51527b-state-of-the-art-report-on-multiphase-methods-vol-2/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/12/1986 | 2635 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Three volumes. Report based on a multi-year effort to develop a Two-Phase Flow Design Manual. Intended to assess the current application of multiphase flow hydraulic methods to system design. Volumes are as follows: Vol. 1, Guide to Quick Calculations; Vol. 2, Guide to Computerized Calculations; and Vol. 3, Theoretical Supplement. | L51527c State-of-the-Art Report on Multiphase Methods Vol 3 | Three volumes. Report based on a multi-year effort to develop a Two-Phase Flow Design Manual. Intended to assess the current application of multiphase flow hydraulic methods to system design. Volumes […] | publish | Uncategorized | open | open | l51527c-state-of-the-art-report-on-multiphase-methods-vol-3 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51527c-state-of-the-art-report-on-multiphase-methods-vol-3/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/04/1986 | 2636 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Report investigating applicability of existing models of the formation, transport, and deposition of acid species to natural gas pipeline compressor stations. Provides recommended statistical, Lagrangian and Eulerian models for mesoscale and long-range and suggested enhancements as necessary. | L51529 Deposition Transport Models for Compressor Station Emissions | Report investigating applicability of existing models of the formation, transport, and deposition of acid species to natural gas pipeline compressor stations. Provides recommended statistical, Lagrangian and Eulerian models for mesoscale […] | publish | Uncategorized | open | open | l51529-deposition-transport-models-for-compressor-station-emissions | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51529-deposition-transport-models-for-compressor-station-emissions/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 11/11/1986 | 2637 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Technical report on a project intended to quantify natural gas losses in storage wells attributable to threaded casing connectors. Tests were conducted on a simulation apparatus of 5.5-inch K-55 casing using API 8 Round, Long, and Short threaded connections and a representative premium connection. | L51531 Evaluation and Testing of Leaks from Available Types of Threads Used in Gas Storage Operations | Technical report on a project intended to quantify natural gas losses in storage wells attributable to threaded casing connectors. Tests were conducted on a simulation apparatus of 5.5-inch K-55 casing […] | publish | Uncategorized | open | open | l51531-evaluation-and-testing-of-leaks-from-available-types-of-threads-used-in-gas-storage-operations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51531-evaluation-and-testing-of-leaks-from-available-types-of-threads-used-in-gas-storage-operations/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/12/1986 | 2638 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This project was undertaken to examine reports that low sulphur steels were more prone to hydrogen-induced cracking than steels with higher sulphur contents. The susceptibility to hydrogen-induced cracking of the root pass and the baseplate was evaluated using the high restraint cracking test developed at the Welding Institute of Canada, using two different edge configurations. The steels used in this study, containing 0.0024 and 0.0109 percent sulphur, were laboratory heats provided by Nippon Steel Corporation. Their compositions were typical of Nb-V. X70 linepipe steels and were essentially of the same nominal composition. | L51532 Effect of Sulphur on Cold Cracking Susceptibility | This project was undertaken to examine reports that low sulphur steels were more prone to hydrogen-induced cracking than steels with higher sulphur contents. The susceptibility to hydrogen-induced cracking of the […] | publish | Uncategorized | open | open | l51532-effect-of-sulphur-on-cold-cracking-susceptibility | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51532-effect-of-sulphur-on-cold-cracking-susceptibility/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/01/1987 | 2639 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Over many decades it has been accepted that the most economical way to produce a pipeline is to join together the standard lengths of pipe as quickly as possible, using a highly mobile task force of welders and other technicians, leaving tie-ins, crossings, etc. to smaller specialist crews. The work pattern which evolved almost invariably involved several crews of welders strung out along the pipelines, progress being controlled by the rate at which the leading pair could complete the weld root. The spread from this first crew to final inspection could be a considerable distance, acceptable on land but not acceptable offshore (a rapidly increasing need which reached a peak in the 1970's). This operation, involving costly lay barges, demanded even higher throughput rates to be achieved from a more compact working spread. In common with most manufacturing technologies, there was an increasing dissatisfaction with a system which relied entirely on the skill of a limited number of highly paid men who had little incentive to change their working practices. Increasingly there came reports of the development of new approaches to joining line-pipe, ranging from the mechanization of arc welding to entirely different forms of joining, for example, electron beam welding or mechanical joining. The investment in some of these developments is reported to be several million dollars. The review of present pipelining practice shows that only a handful has been put to practical use, and in the western world, probably only one, an arc welding variant, has been used to produce more than a few hundred miles of pipeline. The information available on these developments is sparse and is scattered amongst a range of companies and research agencies. A literature review and research study to collect together as much of this information as is available, assemble it into a coherent and useable form and identify those developments which show the most promise to fulfill future needs. The main body of the report, which reviews development of the welding processes has been divided into three main joining categories, Fusion Welding, Forge Welding and Mechanical Interference Joining. Within each category each process is considered separately in terms of process principles, general applications, application to pipeline welding, equipment for pipe welding, consumables, process tolerance and skill requirements, weld quality and inspection, process economics, limitations and future developments. This study and comprehensive report compares the economics of the various alternatives. For each process an estimate has been made of the procedural and development costs involved as well as personnel needs and likely production rates. | L51534 A Study of New Joining Processes for Pipelines | Over many decades it has been accepted that the most economical way to produce a pipeline is to join together the standard lengths of pipe as quickly as possible, using […] | publish | Uncategorized | open | open | l51534-a-study-of-new-joining-processes-for-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51534-a-study-of-new-joining-processes-for-pipelines/ | 0 | 0 | raw | default | 795 | Legacy | |||||||
| 01/07/1987 | 2640 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Girth welds were produced using a manual CTAW procedure in solid and clad stainless steel line pipe. Corrosion behavior in CO2 and NaC1 solution simulating wet gas was evaluated.Girth Welding Line Pipe Made from Stainless Steel Either Solid or Internally Clad -- Phase II. See also L51498. | L51535 Girth Welding Line Pipe Made of Stainless Steel Either Solid or Internally Clad – Phase II | Girth welds were produced using a manual CTAW procedure in solid and clad stainless steel line pipe. Corrosion behavior in CO2 and NaC1 solution simulating wet gas was evaluated.Girth Welding […] | publish | Uncategorized | open | open | l51535-girth-welding-line-pipe-made-of-stainless-steel-either-solid-or-internally-clad-phase-ii | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51535-girth-welding-line-pipe-made-of-stainless-steel-either-solid-or-internally-clad-phase-ii/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/03/1988 | 2641 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | An investigation of the safety factors inherent in the procedure for assessment of long surface flaws using a two-dimensional elastic-plastic finite element model and compared with experimental results. | L51536 Safety Factors in Flaw Assessment of Girth Welds | An investigation of the safety factors inherent in the procedure for assessment of long surface flaws using a two-dimensional elastic-plastic finite element model and compared with experimental results. | publish | Uncategorized | open | open | l51536-safety-factors-in-flaw-assessment-of-girth-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51536-safety-factors-in-flaw-assessment-of-girth-welds/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/11/1988 | 2642 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Electric and natural gas utilities often find it advantageous to share rights-of-way. Available methods for evaluating electrical effects on gas pipelines have been difficult to use at best, and at worst, incorrect. A generalized approach that addresses inductive and conductive interferences has not been available. Initiated to fill that need, this work is part of a research effort cosponsored by EPRI and the Pipe Line Research Council International, Inc. (PRCI) Â A generalized approach to the analysis of the effects of transmission line faults on natural gas transmission pipelines has been developed and is presented in this report. A state of the art user-friendly computational tool has been developed and verified for the analysis of interference between electrical power lines and nearby buried or aboveground pipelines. This computer program, ECCAPP, is distinguished by its ability to model and analyze accurately complex, realistic interactions between pipelines and power lines, using easily obtained input data. The final report consists of three volumes. An independent fourth volume was also developed to simplify the installation of the ECCAPP software.Volume 1 contains the theory upon which the ECCAPP computer program is based. A parametric analysis and graphical charts have been formulated using ECCAPP to permit estimates to be made in the field or during preliminary analyses for situations that are not too complex. A discussion of various useful mitigation methods is included. The discussion is based on previous research work and on the results of the parametric analysis.Volume 2 is a detailed user's manual which describes not only how to use the program itself, but also which engineering data must be sought during an analysis and how to assimilate it into a computer model. A detailed sample problem is included. A detailed Glossary of Terms" used by ECCAPP as well as suitable input data forms to be filled by power line and pipeline engineers are provided in the appendices.Volume 3 discusses the modeling and performance of pipeline insulation or coating." | L51537 Power Line Fault Current Coupling to Nearby Natural Gas Pipelines | Electric and natural gas utilities often find it advantageous to share rights-of-way. Available methods for evaluating electrical effects on gas pipelines have been difficult to use at best, and at […] | publish | Uncategorized | open | open | l51537-power-line-fault-current-coupling-to-nearby-natural-gas-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51537-power-line-fault-current-coupling-to-nearby-natural-gas-pipelines/ | 0 | 0 | raw | default | 445 | Legacy | |||||||
| 01/03/1987 | 2643 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Gives a detailed overview of existing and development maintenance and repair systems. Guidelines identify economies, capabilities and limits of repair systems for a wide-range of water depths, pipeline diameters, and sea (local) conditions; damage assessment included. | L51538a Guidelines for Subsea PL Repair and Tie-In Systems Vol 1 | Gives a detailed overview of existing and development maintenance and repair systems. Guidelines identify economies, capabilities and limits of repair systems for a wide-range of water depths, pipeline diameters, and […] | publish | Uncategorized | open | open | l51538a-guidelines-for-subsea-pl-repair-and-tie-in-systems-vol-1 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51538a-guidelines-for-subsea-pl-repair-and-tie-in-systems-vol-1/ | 0 | 0 | raw | default | 50 | Subsea | |||||||
| 01/03/1987 | 2644 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Gives a detailed overview of existing and development maintenance and repair systems. Guidelines identify economies, capabilities and limits of repair systems for a wide-range of water depths, pipeline diameters, and sea (local) conditions; damage assessment included. | L51538b Guidelines for Subsea PL Repair and Tie-In Systems Vol 2 | Gives a detailed overview of existing and development maintenance and repair systems. Guidelines identify economies, capabilities and limits of repair systems for a wide-range of water depths, pipeline diameters, and […] | publish | Uncategorized | open | open | l51538b-guidelines-for-subsea-pl-repair-and-tie-in-systems-vol-2 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51538b-guidelines-for-subsea-pl-repair-and-tie-in-systems-vol-2/ | 0 | 0 | raw | default | 50 | Subsea | |||||||
| 01/01/1987 | 2645 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A considerable background of prior work indicates that corrosion damaged casing in gas storage wells is largely due to the development of individual corrosion pits, which occur either on the inside or outside wall of the casing. Such pits are inevitably the result of electrochemical potentials, which are established between unlike conductive materials in an electrolyte. Damage is the result of localized loss of metal, which can be assessed in terms of the size of these individual corrosion flaws. Magnetic corrosion logging has been available for at least 25 years, but has not received wide acceptance as a basis for making intelligent repair decisions. An earlier PRCI-sponsored research study concluded that the best approach to short term improvement in the performance of current corrosion logging practice was the application of modern digital data acquisition techniques to one specific type of magnetic logging, namely, flux leakage or magnetic perturbation measurements. In this research program, experimental equipment of this type has been developed and demonstrated in conjunction with a cooperative effort with one of the logging companies (Dresser-Atlas). This equipment replaces the electronics assembly in the commercial instrument with a new package which samples each of the 12 (or 24) analog flux leakage sensor signals at a rate of either 86.8 or 173.6 samples per second, depending upon whether 24 of the sensors or only 12 are being sampled. The signals are digitized at this rate under the control of a downhole microprocessor, which formatsthe digital data into a serial bit stream and transmits it to the surface over standard logging cable. The data transmission system uses Manchester encoding and performs the data transfer at a maximum rate of 40,000 bits per second. | L51539 Improved Methods for Inspecting Gas Storage Well Downhole Casing | A considerable background of prior work indicates that corrosion damaged casing in gas storage wells is largely due to the development of individual corrosion pits, which occur either on the […] | publish | Uncategorized | open | open | l51539-improved-methods-for-inspecting-gas-storage-well-downhole-casing | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51539-improved-methods-for-inspecting-gas-storage-well-downhole-casing/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/09/1987 | 2646 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Gives the results of an investigation to develop procedures to differentiate between migrating storage gas and native gas. Considers several technologies with specific emphasis on tracers and compositional analysis. Includes floppy disk regression and factor analysis program intended to permit demonstration of the presence of storage gas in mixtures when native gas composition is unknown. | L51541 Identification of Injected Storage Gas | Gives the results of an investigation to develop procedures to differentiate between migrating storage gas and native gas. Considers several technologies with specific emphasis on tracers and compositional analysis. Includes […] | publish | Uncategorized | open | open | l51541-identification-of-injected-storage-gas | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51541-identification-of-injected-storage-gas/ | 0 | 0 | raw | default | 5.000 | Legacy | |||||||
| 01/03/1988 | 2647 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Covers research involving noise model requirements and evaluation of a number of existing models for applicability to pipeline compressor station conditions. Leads to development of improvements to existing AGASUM model. Resulting model, AGASOUND, is described and additional improvements still required are identified. | L51542 Noise Research and Projection Models for Natural Gas Facilities | Covers research involving noise model requirements and evaluation of a number of existing models for applicability to pipeline compressor station conditions. Leads to development of improvements to existing AGASUM model. […] | publish | Uncategorized | open | open | l51542-noise-research-and-projection-models-for-natural-gas-facilities | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51542-noise-research-and-projection-models-for-natural-gas-facilities/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/12/1987 | 2648 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Assesses the impact on the natural gas industry of recently proposed EPA rules specifying technical standards and financial responsibility covering buried tanks used to store certain petroleum products or chemicals. Reviews leak detection and monitoring methods, tank piping options, installation practices, and generate response procedures.Vol. I only approved for publication. | L51543a Evaluation of Cost-Effective Measures to Comply with Storage Tank Regulations Vol 1 | Assesses the impact on the natural gas industry of recently proposed EPA rules specifying technical standards and financial responsibility covering buried tanks used to store certain petroleum products or chemicals. […] | publish | Uncategorized | open | open | l51543a-evaluation-of-cost-effective-measures-to-comply-with-storage-tank-regulations-vol-1 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51543a-evaluation-of-cost-effective-measures-to-comply-with-storage-tank-regulations-vol-1/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/12/1987 | 2649 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Assesses the impact on the natural gas industry of recently proposed EPA rules specifying technical standards and financial responsibility covering buried tanks used to store certain petroleum products or chemicals. Reviews leak detection and monitoring methods, tank piping options, installation practices, and generate response procedures.Vol. I only approved for publication. | L51543b Evaluation of Cost-Effective Measures to Comply with Storage Tank Regulations Vol 2 | Assesses the impact on the natural gas industry of recently proposed EPA rules specifying technical standards and financial responsibility covering buried tanks used to store certain petroleum products or chemicals. […] | publish | Uncategorized | open | open | l51543b-evaluation-of-cost-effective-measures-to-comply-with-storage-tank-regulations-vol-2 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51543b-evaluation-of-cost-effective-measures-to-comply-with-storage-tank-regulations-vol-2/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 19/01/1987 | 2650 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The purpose of this research program was to determine the requirement to stop active pitting and compare that to the requirement to stop general corrosion and prevent pit initiation. This report examines the cathodic protection requirement to stop active pitting in buried natural gas transmission lines and compare it to the cathodic protection requirement to stop general corrosion and further prevent pit initiation. During the two-year period of this research program, two different pit geometries were examined: (1) a small diameter pit of 10 mils in diameter and approximately 10 mils deep which had less than five mils of active pit growth prior to cathodic polarization, and (2) large diameter pits of 1/2-inch in diameter which had approximately 50 mils of pit growth prior to cathodic polarization. Statistical analyses were used to determine whether pit growth continued during the cathodic polarization portion of the experiment or whether the active pit growth was stopped. | L51544 Criteria to Stop Active Pit Growth | The purpose of this research program was to determine the requirement to stop active pitting and compare that to the requirement to stop general corrosion and prevent pit initiation. This […] | publish | Uncategorized | open | open | l51544-criteria-to-stop-active-pit-growth | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51544-criteria-to-stop-active-pit-growth/ | 0 | 0 | raw | default | 349 | Legacy | |||||||
| 17/12/1987 | 2651 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this report was to assemble strain monitoring information for conventional monitoring methods relevant to pipelines into a single document. The presentation includes a discussion of the basic conventional monitoring techniques, limiting strain criteria and possible intervention responses, practical strain monitoring instrumentation deployment considerations, and a generic plan for conducting pipeline monitoring. The integration of the information presented herein in a strain monitoring program will enhance the reliability and usefulness of strain data that is collected, and it will provide consistent, rational criteria for intervention decisions. | L51545 Guidelines for Pipeline Strain Monitoring by Conventional Means | The objective of this report was to assemble strain monitoring information for conventional monitoring methods relevant to pipelines into a single document. The presentation includes a discussion of the basic […] | publish | Uncategorized | open | open | l51545-guidelines-for-pipeline-strain-monitoring-by-conventional-means | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51545-guidelines-for-pipeline-strain-monitoring-by-conventional-means/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/12/1987 | 2652 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | (Interim report) Summarized the interim results of three years of field tests of the cathodic protection criteria for 13 field sites. Tests are planned to continue for a total of five years. Results to date indicate current criteria are in most cases conservative. | L51546 Field Testing Criteria for Cathodic. Protection of Buried Pipe | (Interim report) Summarized the interim results of three years of field tests of the cathodic protection criteria for 13 field sites. Tests are planned to continue for a total of […] | publish | Uncategorized | open | open | l51546-field-testing-criteria-for-cathodic-protection-of-buried-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51546-field-testing-criteria-for-cathodic-protection-of-buried-pipe/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/05/1988 | 2653 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Reports on an industry survey to determine frequency of disbonded coating. Using represented disbondment, tests were conducted using modified EMAT pigs to detect problem area. Laboratory testes were encouraging, but field tests indicated additional development work was necessary. | L51547 In-Situ Detection of Disbonded Coating | Reports on an industry survey to determine frequency of disbonded coating. Using represented disbondment, tests were conducted using modified EMAT pigs to detect problem area. Laboratory testes were encouraging, but […] | publish | Uncategorized | open | open | l51547-in-situ-detection-of-disbonded-coating | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51547-in-situ-detection-of-disbonded-coating/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/10/1986 | 2614 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Conventional radiography has been the accepted nondestructive examination (NDT) method used for many years to either "accept" or "reject" a field weld in the pipeline industry. The cost of conventional radiography, however, increasingly has become a major concern in the cost effectiveness of laying new pipelines. The contributing factors to the high cost of conventional radiography are the costs of film and of the chemicals and manpower used to develop the film. Over the last few years, a newer approach to performing radiographic testing has been perfected. Called "real-time radiography," it uses radiographic sources with an optical imaging system. It has been developed now to the point that the sensitivity, contrast, and resolution of these imaging systems can be used to detect variations in material density equivalent to defects of interest in pipeline welds. The first objective of Phase 1 was to investigate existing real-time radiographic systems and system components in terms of their application to inspection of field-produced girth welds in steel pipelines. The second objective was to recommend a real-time system (either existing as a whole unit or comprised of several key subsystems) to be used for a field demonstration during Phase 2 of the program. The incentive, or goal, for this two-phase program is to introduce real-time radiography to the pipeline industry as a faster and overall more cost effective alternative NDE method compared to conventional film radiography. In addition, real-time radiography would provide a means to interpret the condition of a weld soon after completion while the welding team is still in the near vicinity of the inspected weld. This would permit immediate repair, if necessary, which would greatly reduce cost. | L51504 Investigation of Real-Time Radiographic Methods for Use in Pipeline Weld Inspection | Conventional radiography has been the accepted nondestructive examination (NDT) method used for many years to either “accept” or “reject” a field weld in the pipeline industry. The cost of conventional […] | publish | Uncategorized | open | open | l51504-investigation-of-real-time-radiographic-methods-for-use-in-pipeline-weld-inspection | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51504-investigation-of-real-time-radiographic-methods-for-use-in-pipeline-weld-inspection/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 26/09/1986 | 2615 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Analysis of emerging technologies for their applicability to pipeline non-destructive evaluation of defects or potential integrity issues. | L51505 NDT Needs for Pipeline Integrity Assurance | Analysis of emerging technologies for their applicability to pipeline non-destructive evaluation of defects or potential integrity issues. | publish | Uncategorized | open | open | l51505-ndt-needs-for-pipeline-integrity-assurance | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51505-ndt-needs-for-pipeline-integrity-assurance/ | 0 | 0 | raw | default | 250 | Legacy | |||||||
| 31/01/1986 | 2616 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Casing corrosion in storage wells is a matter of considerable concern to the gas storage industry. Such wells are typically flowed through the casing rather than through production tubing, to facilitate high flow capacities. When failures occur, gas leakage to surrounding formations, freshwater zones and to the surface can pose a sizable economic loss as well as a serious safety hazard. For these reasons, monitoring corrosion in down-hole casing in gas storage fields has become a major concern of many storage field operators, and the in situ detection and assessment of corrosion damage by means of logging instruments is a significant part of this effort. The study reported in this document has sought to investigate in detail the objectives, methods and results of currently available commercial logging devices as a first step in determining whether down-hole corrosion damage can be more accurately characterized by improved logging methods. Of the several methods potentially capable of meeting the through-wall measurement requirement, only two form the basis for current commercial corrosion logs: the flux leakage, or magnetic perturbation technique, and the remote field eddy current approach. In seeking to provide reasonably short term performance improvements to the industry, it was decided in this project to pursue refinements of magnetic perturbation logs for two reasons: first, the shortcomings evidenced by present logs of this type appear to be amenable to relatively simple improvement, and second, the remote field eddy current approach, while useful as an adjunct to damage assessment, offers little promise of sizing individual corrosion flaws. | L51506 Development of Improved Methods for Inspecting Gas Storage Well Downhole Casing | Casing corrosion in storage wells is a matter of considerable concern to the gas storage industry. Such wells are typically flowed through the casing rather than through production tubing, to […] | publish | Uncategorized | open | open | l51506-development-of-improved-methods-for-inspecting-gas-storage-well-downhole-casing | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51506-development-of-improved-methods-for-inspecting-gas-storage-well-downhole-casing/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/10/1986 | 2617 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This document reports on research to assess the weldability of a range of high-strength (X80 grade) line pipe steels using both small-scale weldability trials, the Welding Institute of Canada test, and full-scale girth welds. Hardness and tensile tests were used to assess strength, and Charpy V and crack tip opening displacement tests were used to assess toughness. Experimental results are provided and a number of conclusions are listed. | L51507 Field Weldability of High-Strength Pipeline Steels | This document reports on research to assess the weldability of a range of high-strength (X80 grade) line pipe steels using both small-scale weldability trials, the Welding Institute of Canada test, […] | publish | Uncategorized | open | open | l51507-field-weldability-of-high-strength-pipeline-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51507-field-weldability-of-high-strength-pipeline-steels/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/02/1986 | 2618 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Knowledge of flow regime, holdup and pressure drop is needed in order to design gas and oil pipelines confidently and to minimize construction and operating costs. Previous public studies of two-phase flow in inclined pipes have used small diameter pipes two inches in diameter or less, and have primarily used air and water as the working fluids at low pressure (near one atmosphere). Present design methods are based upon the results of these experiments. In most advanced analyses available today, the flow regime transition is governed by a Froude number, the balance between inertial and buoyancy forces. The primary objective of the work has been to obtain experimental data to challenge the present two-phase flow analysis methods for large pipe size, high gas density, and pipe inclination. Present analysis and design methods for two-phase flow in pipelines are based on correlations of data from small pipes of order 2-inches diameter or less, for air-water flows at pressures near one atmosphere. To achieve this objective, Creare performed experiments in an existing test facility with a special test section assembled for this project. Pipe diameter and gas density are closer to prototypical oil and gas pipeline conditions than previous experiments reported in the literature. The key experimental results include flow regime observations, pressure drops, and holdup measurements. The instrumentation in the test facility allows detailed characteristics of the flow such as slug velocity, slug frequency, liquid film velocity, and slug length to be measured in the slug flow regime. | L51509 Two-Phase Flow in Horizontal and Inclined Pipes at Large Pipe Size and High Gas Density | Knowledge of flow regime, holdup and pressure drop is needed in order to design gas and oil pipelines confidently and to minimize construction and operating costs. Previous public studies of […] | publish | Uncategorized | open | open | l51509-two-phase-flow-in-horizontal-and-inclined-pipes-at-large-pipe-size-and-high-gas-density | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51509-two-phase-flow-in-horizontal-and-inclined-pipes-at-large-pipe-size-and-high-gas-density/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 20/05/1986 | 2619 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Offshore gas production typically involves the simultaneous flow of oil and/or condensate. The oil may he entrained in the gas rising in the vertical well from the sea-bed or may flow under its own pressure gradient; condensate may result from the reduction of pressure from well conditions to pipeline transport pressure and from cooling sea temperatures. It would be unduly expensive to build a gas-liquid separation facility on a production platform, followed by two separate pipeline transport systems for the two phases. It is therefore desirable to examine pipeline systems that carry hydrocarbon liquid and gas together. Two-phase flow of oil and gas under steady-state operation of the Matagorda Offshore Pipeline System was observed by nuclear densitometry at two onshore sites. Oil flowed into the pipeline system at an average rate of 1.6 Bbl/ MMSCF over the two-month data acquisition period; gas flow was constant at about 200 MMSCF per day. | L51510 Field Observations of Two-Phase Flow in the Matagorda Offshore Pipeline System | Offshore gas production typically involves the simultaneous flow of oil and/or condensate. The oil may he entrained in the gas rising in the vertical well from the sea-bed or may […] | publish | Uncategorized | open | open | l51510-field-observations-of-two-phase-flow-in-the-matagorda-offshore-pipeline-system | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51510-field-observations-of-two-phase-flow-in-the-matagorda-offshore-pipeline-system/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/09/1986 | 2620 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Investigates potential and procedures for selective deactivation of one or more power cylinders in two-cycle engines under reduced load to effect fuel savings while avoiding possible engine derangement. The objectives were to identify any major problems with cylinder deactivation, to quantify likely benefits, to determine potential increases in load or stress, and to generate guidelines from the project results. This study showed that economic benefits are possible with the careful use of cylinder deactivation; however, several operational problems were encountered, such as spark plug fouling, oil pumping, increased noise due to a mismatched muffler cutoff frequency, and increased wear in the deactivated cylinders. | L51511 Deactivating Power Cylinders under Reduced Load on Two-Cycle Engines | Investigates potential and procedures for selective deactivation of one or more power cylinders in two-cycle engines under reduced load to effect fuel savings while avoiding possible engine derangement. The objectives […] | publish | Uncategorized | open | open | l51511-deactivating-power-cylinders-under-reduced-load-on-two-cycle-engines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51511-deactivating-power-cylinders-under-reduced-load-on-two-cycle-engines/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 09/09/1986 | 2621 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Describes the methods for producing a code toward the development of a numerical finite element mode to study the remote eddy current (RFEC) effect as it pertains to steel pipelines. Further specific research plus developing a 3-D code are included as recommendations. See also L51595. | L51513 Finite Element Model for the Remote Field Eddy Current Effect | Describes the methods for producing a code toward the development of a numerical finite element mode to study the remote eddy current (RFEC) effect as it pertains to steel pipelines. […] | publish | Uncategorized | open | open | l51513-finite-element-model-for-the-remote-field-eddy-current-effect | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51513-finite-element-model-for-the-remote-field-eddy-current-effect/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/01/1987 | 2622 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Longwall mining can constitute a threat to the integrity of a pipeline by way of surface subsidence and soil strains. The subsidence and soil strain phenomena associated with longwall mining have been studied in detail both in the United Kingdom and the United States. Empirically-based methods are available to predict both subsidence and surface soil strains. These methods can be used to estimate the possible effects of subsidence on buried pipelines. The objectives of this study were to review the effects of longwall mining subsidence on pipelines and to develop concepts for preserving the integrity of pipelines affected by such subsidence. Presented in this report is a discussion of the subsidence phenomena and terminology, calculations for hypothetical settlement cases, the appropriate monitoring and intervention responses with respect to any possible effects on a pipeline, and examples of actual pipeline monitoring experience. A suitable strain monitoring technique is described in this report. | L51515 Monitoring and Intervention on Pipelines in Mining Subsidence Areas | Longwall mining can constitute a threat to the integrity of a pipeline by way of surface subsidence and soil strains. The subsidence and soil strain phenomena associated with longwall mining […] | publish | Uncategorized | open | open | l51515-monitoring-and-intervention-on-pipelines-in-mining-subsidence-areas | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51515-monitoring-and-intervention-on-pipelines-in-mining-subsidence-areas/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/01/1987 | 2623 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Ordinarily, buried pipelines undergo little or no movement in service. In a stable soil environment the longitudinal stress in a pipeline seldom approaches the limiting design value set by applicable codes and regulations. Pipeline serviceability under such conditions is seldom, if ever, threatened by the degree of longitudinal stress. In contrast, localized areas may exist along a pipeline where soils and/or slopes are unstable or where subsidence or differential settlement can occur. In these areas, longitudinal stresses may become severe enough to cause a failure. Over the years various techniques have been developed to monitor the status of pipelines in unstable areas, and various remedial techniques have been attempted. In more recent times, with the advent of Arctic and offshore pipelining, such potential movements of pipelines are being taken into account in the initial designs. In any case, there is a continuing need to develop better monitoring and remedial techniques to prevent pipeline failures in unstable soil areas. The objectives of this project are to develop a versatile and reliable prototype strain monitoring system, to demonstrate its applicability on an actual pipeline, and to establish allowable limits on strains due to soil movement or subsidence. The scope of the project includes:(1) Review of previous or on-going monitoring efforts by others.(2) Analysis of strains and development of models to predict strain behavior(3) Calculations to establish limits on strains(4) The design and construction of a microprocessor-controlled automatic monitoring system(5) The implementation of the system on an actual pipeline(6) The collection, analysis and interpretation of strain data from the system. | L51516 Preventing Pipeline Failure in Areas of Soil Movement – Part 1 | Ordinarily, buried pipelines undergo little or no movement in service. In a stable soil environment the longitudinal stress in a pipeline seldom approaches the limiting design value set by applicable […] | publish | Uncategorized | open | open | l51516-preventing-pipeline-failure-in-areas-of-soil-movement-part-1 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51516-preventing-pipeline-failure-in-areas-of-soil-movement-part-1/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/06/1986 | 2624 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of the Stress-Corrosion Cracking (SCC) Phase of the NG-18 program is to develop an understanding of the causes of external SCC and methods of controlling it on new and existing gas transmission pipelines. An overview of past and proposed NG-18 programs designed to address this objective is given in Figure 1 in the Introduction Section, where it can be seen that the research has been divided into two categories, SCC mitigation and life estimation. The research carried out in 1985 at BCD focused on several areas under these categories: (1) the development of resistant steels and surfaces, and (2) the development of a crack growth/life prediction model. In the former, three experimental tasks were carried out in 1985, deformation response behavior, grain boundary chemistry, and surface effects. In the latter, a preliminary investigation of slip related models for describing SCC was carried out. Accomplishments on these tasks are described below. | L51517 Stress Corrosion Cracking Research | The objective of the Stress-Corrosion Cracking (SCC) Phase of the NG-18 program is to develop an understanding of the causes of external SCC and methods of controlling it on new […] | publish | Uncategorized | open | open | l51517-stress-corrosion-cracking-research | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51517-stress-corrosion-cracking-research/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/08/1986 | 2625 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Damage that occurs in post-hydrotest operations, such as third party contractors hitting the pipeline with mechanical equipment at a later date, clearly cannot be removed by the hydrotest and may cause failure at the time the damage occurs or at some later time depending on the defect severity and the service conditions. Damage induced while a line is in service, such as during pipeline repair or from miscellaneous nearby construction, presents the most common type of service defect and potentially the most hazardous. Therefore, it is desirable to determine the severity of such defects in order to assess the serviceability of the damaged area (and thus avoid costly downtime). Understanding the basic mechanisms of mechanical damage failure also will assist in specifying fracture toughness requirements for future line pipe steels. The specific objective of this research is to develop a means of assessing the severity of mechanical damage defects and the effect of fracture toughness in resisting the failure of these defect types. Prior research studies provide in-depth consideration of the separate effects of plain dents and simulated gouges (sharp machine surface flaws with negligible indentation) on gas line pipe integrity. The failure characteristics of such defects are well understood. Recent studies on mechanical damage have concentrated on the complex behavior of a localized gouge within a dent, the most typical form of damage that occurs in the industry. However, these experimental studies were hampered in that the defect combinations had to be introduced into the pipe test section at ambient pressure in order to produce adequate repeatability. The past research has been included for completeness. The most recent research differs from past work in that the effects of dynamically produced dent-and-gouge defects in line pipe under pressure are studied. This provides a more realistic representation of the type of outside force damage that occurs in service. Nearly all research on this subject has been conducted at two laboratories, at the Battelle Columbus Division and at British Gas Corporation research facilities at Newcastle-upon-Tyne, Great Britain. British Gas conducted most of their research using rings cut from pipe, damaged, and then tested on a ring yield-test-machine, using the same type of ring tester used by pipe mills to determine pipe yield strength. British Gas also conducted tests on pipe that was damaged while not pressurized and later on pressurized and damaged pipe. Battelle's efforts involved pipe testing both on pipes that were damaged and then pressured to failure and on pipes damaged while pressurized. It is believed that gouge length is a strong influencing parameter, and it is not possible to use gouge length as a variable in the ring test method. | L51518 Outside Force Defect Behavior | Damage that occurs in post-hydrotest operations, such as third party contractors hitting the pipeline with mechanical equipment at a later date, clearly cannot be removed by the hydrotest and may […] | publish | Uncategorized | open | open | l51518-outside-force-defect-behavior | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51518-outside-force-defect-behavior/ | 0 | 0 | raw | default | 595 | Legacy | |||||||
| 01/01/1987 | 2626 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The need for quantitative, diagnostic, as well as prognostic methods for verification of inventory, assurance of deliverability and containment against migration has been recognized by many in the storage industry for some time. The topic of storage inventory occupies Part I of this report. Part II of the report treats the topic of Migration in Underground Storage. Part III of the report is devoted to the presentation of what has been learned in the area of deliverability from storage wells. | L51519 Inventory-Migration-Deliverability in Underground Storage | The need for quantitative, diagnostic, as well as prognostic methods for verification of inventory, assurance of deliverability and containment against migration has been recognized by many in the storage industry […] | publish | Uncategorized | open | open | l51519-inventory-migration-deliverability-in-underground-storage | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51519-inventory-migration-deliverability-in-underground-storage/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/03/1986 | 2627 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Technical report presenting results of an experimental program to reduce NOx emissions through changes in operating controls. Concludes that meaningful reductions can only be achieved at unacceptable engine operating conditions. | L51520 Parametric NOx Control Method Tests for In-Use Engines | Technical report presenting results of an experimental program to reduce NOx emissions through changes in operating controls. Concludes that meaningful reductions can only be achieved at unacceptable engine operating conditions. | publish | Uncategorized | open | open | l51520-parametric-nox-control-method-tests-for-in-use-engines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51520-parametric-nox-control-method-tests-for-in-use-engines/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/12/1986 | 2628 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The aim of this study was to provide hydro-dynamic force coefficients applicable for the determination of forces on pipelines resting on the sea bed when exposed to wave and current flows. This has been achieved through an extensive model test program in which the parameters important for the phenomena have been investigated within wide ranges for a number of flow conditions including irregular waves. The results of the more than 1,000 individual tests have been presented in the form of non-dimensional coefficients determined from three distinctly different types of analysis. These coefficients have been presented as functions of the governing parameters in a series of easily accessible diagrams. The report contains three parts. Part I presents the results of the model test study and the comparison of these results with other data. Part II deals with force calculations in irregular waves, including a statistically based comparison of predictions using traditional and improved force expressions. Part III presents the results of the model tests with a partially buried pipe. | L51522 Hydrodynamic Forces on Pipelines | The aim of this study was to provide hydro-dynamic force coefficients applicable for the determination of forces on pipelines resting on the sea bed when exposed to wave and current […] | publish | Uncategorized | open | open | l51522-hydrodynamic-forces-on-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51522-hydrodynamic-forces-on-pipelines/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/03/1987 | 2629 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Although automated ultrasonic inspection systems show considerable promise for pipeline weld inspection, they are used infrequently because difficulties with sensitivity, weld zone coverage, and the discrimination of imperfections from weld features lead to missed defects and false calls (mistaking weld geometry for defects). The present standards for pipeline construction require radiography for detection of girth weld defects. Radiography has inherent limitations for detection and sizing of serious planar defects; therefore, attention is turning to ultrasonic testing, which has advantages for detecting and sizing these defects. The ultimate objective of this work is to produce guidelines for the design of ultrasonic procedures that reliably and efficiently detect serious defects in pipeline girth welds without producing false calls. This is the final report for a contract which assesses the ability of EWE, an existing AECL computer model, to accurately simulate ultrasonic response from defects typically found in pipeline girth welds by modeling situations commonly found in pipelines and comparing modeled results with equivalent laboratory experiments. The main goal of this work is to determine if EWE can help improve the accuracy and reliability of ultrasonic testing of pipeline girth welds by answering the following questions: Are numerical A-scans in pulse echo mode accurate predictions of experimental A-scans? Are scattered waves predicted by EWE confirmed experimentally? Is EWE a useful tool for designing effective ultrasonic procedures? | L51523 Modeling Ultrasonic Transducer Performance | Although automated ultrasonic inspection systems show considerable promise for pipeline weld inspection, they are used infrequently because difficulties with sensitivity, weld zone coverage, and the discrimination of imperfections from weld […] | publish | Uncategorized | open | open | l51523-modeling-ultrasonic-transducer-performance | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51523-modeling-ultrasonic-transducer-performance/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/02/1987 | 2630 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this effort was to develop a comprehensive design guide for the engineering and system design of pipeline risers intended for use at the design engineer level. This manual was prepared for the engineering and design for the following riser types: Conventional risers J-tube risers Reverse J-tube risers Bending Shoe risers Barefoot risers Catenary risers Buoyed risers Tensioned risers The guide contains riser system descriptions and design considerations related to installation and to operating and environmental considerations. The range of parameters for which this design and application guide has been prepared: Pipeline Size - Up to 24-inch outside diameter Water Depth - From 750 Feet to 2,500 Feet Platform Types - Fixed, Compliant, Moored | L51524 Pipeline Riser System Design and Application Guide | The objective of this effort was to develop a comprehensive design guide for the engineering and system design of pipeline risers intended for use at the design engineer level. This […] | publish | Uncategorized | open | open | l51524-pipeline-riser-system-design-and-application-guide | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51524-pipeline-riser-system-design-and-application-guide/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/01/1987 | 2631 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This project was produced to evaluate the performance of focused beams in sizing and positioning defects in pipeline girth welds. The sound beams from standard flat transducers were focused using acoustic lenses. Two types of plastics, having different sound velocities are used in the design of these lenses. One is used for the lens and the other for the wedge. The profile of the lens/wedge boundary was designed to focus the sound at a selected depth. The design takes into account the beam angle, beam diameter, focal point and working range required. The effects of test surface curvature were also incorporated into the design. This project was conducted in three phases using sample welds containing real defects, such as root cracks, slag and lack of sidewall fusion. In Phase III the individual defect size predictions were compared to the actual defects found during destructive examination. Only the readings where the signal sources could be positively identified as defects by breaking open or sectioning were included. All measurements were made to the nearest 0.5 mm (0.02 inches). | L51525 Sizing of Girth Weld Defects Using Focused Ultrasonic Beams | This project was produced to evaluate the performance of focused beams in sizing and positioning defects in pipeline girth welds. The sound beams from standard flat transducers were focused using […] | publish | Uncategorized | open | open | l51525-sizing-of-girth-weld-defects-using-focused-ultrasonic-beams | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51525-sizing-of-girth-weld-defects-using-focused-ultrasonic-beams/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/11/1986 | 2632 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Summary report intended to assess the significance of moderate changes in inclination on flow regime, pressure drop, and holdup for multiphase flow in gas/oil pipelines. Concludes that so-called terrain effects have little significance for the range of conditions likely to be experienced in gas pipeline operations. | L51526 Insignificant Terrain Effects in Multiphase Pipelines | Summary report intended to assess the significance of moderate changes in inclination on flow regime, pressure drop, and holdup for multiphase flow in gas/oil pipelines. Concludes that so-called terrain effects […] | publish | Uncategorized | open | open | l51526-insignificant-terrain-effects-in-multiphase-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51526-insignificant-terrain-effects-in-multiphase-pipelines/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/12/1986 | 2633 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Three volumes. Report based on a multi-year effort to develop a Two-Phase Flow Design Manual. Intended to assess the current application of multiphase flow hydraulic methods to system design. Volumes are as follows: Vol. 1, Guide to Quick Calculations; Vol. 2, Guide to Computerized Calculations; and Vol. 3, Theoretical Supplement. | L51527a State-of-the-Art Report on Multiphase Methods Vol 1 | Three volumes. Report based on a multi-year effort to develop a Two-Phase Flow Design Manual. Intended to assess the current application of multiphase flow hydraulic methods to system design. Volumes […] | publish | Uncategorized | open | open | l51527a-state-of-the-art-report-on-multiphase-methods-vol-1 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51527a-state-of-the-art-report-on-multiphase-methods-vol-1/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/05/1984 | 2594 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Describes the results of short circuit GMAW process development using a new gas mixture with CRC type welding equipment and assesses the hydrogen levels produced by the new gas mixture. A wide range of welding procedural conditions were used to examine all expected operating parameters. The results of both the field welding trials and the procedural experiments showed that the shielding gas mixture has to be modified to lower hydrogen levels to avoid porosity formation. However, the hydrogen analyses showed conclusively that even a 1% hydrogen shielding gas produces results equivalent to a low-hydrogen SMAW process. | L51485 Field Welding Procedures for Welding RE Treated Linepipe with the GMAW-S Process | Describes the results of short circuit GMAW process development using a new gas mixture with CRC type welding equipment and assesses the hydrogen levels produced by the new gas mixture. […] | publish | Uncategorized | open | open | l51485-field-welding-procedures-for-welding-re-treated-linepipe-with-the-gmaw-s-process | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51485-field-welding-procedures-for-welding-re-treated-linepipe-with-the-gmaw-s-process/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/05/1984 | 2595 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This document describes the results of a series of tests to determine the advantage of a square wave A.C. power source over D.C. for controlling arc blow. Initial assessments of both arc extinction and arc blow characteristics for D.C. and A.C. power sources were conducted. with E6010 and E7018 electrodes. Arc blow effects were assessed by comparing bead displacement and regularity for different current types. The experiments demonstrated that the square wave A.C. power source had significant advantages over D.C. for controlling arc blow. | L51486 Minimizing Magnetic Arc Blow with Square Wave AC Power | This document describes the results of a series of tests to determine the advantage of a square wave A.C. power source over D.C. for controlling arc blow. Initial assessments of […] | publish | Uncategorized | open | open | l51486-minimizing-magnetic-arc-blow-with-square-wave-ac-power | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51486-minimizing-magnetic-arc-blow-with-square-wave-ac-power/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 25/04/1985 | 2596 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report summarizes a program designed to quantify the disagreement between the standard t x 2t bend specimen and surface-cracked pipe data. The effect of untracked ligament length on upper-shelf toughness was also investigated. Ultimately, the findings will have application to pipeline girth welds. But in this first step, unwelded line-pipe steel specimens were used throughout this investigation. Obviously, weld metal specimen data would be more directly applicable to welded pipe. However, weld metal test data exhibit more scatter than base metal data (largely due to material non-homogeneity). This scatter could cloud the general data trends under investigation. Consequently, base metal specimens were used to more clearly establish these trends. This will form a basis for further investigations on weld metals. | L51487 Predict the Interaction of Fracture Toughness and Constraint Effects for Surface Cracked Pipe | This report summarizes a program designed to quantify the disagreement between the standard t x 2t bend specimen and surface-cracked pipe data. The effect of untracked ligament length on upper-shelf […] | publish | Uncategorized | open | open | l51487-predict-the-interaction-of-fracture-toughness-and-constraint-effects-for-surface-cracked-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51487-predict-the-interaction-of-fracture-toughness-and-constraint-effects-for-surface-cracked-pipe/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/11/1985 | 2597 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Fitness-for-purpose analyses are being increasingly used in the engineering assessment of the safety of gas pipelines. The potential need for this arises because of the likelihood of a defect being present in the girth weld. Many of these analyses make an allowance for the residual stress caused by the weld, whilst others do not. It has been argued that if a defect survives the field hydrostatic test that the residual stress distribution will be altered and this could subsequently affect the tolerable defect size analysis. Four full-scale tests were carried out, two at each wall thickness; one of which was as-welded and one hydrostatically tested. In order to simulate the field hydrostatic test a novel laboratory technique was developed that minimized the end load during pressurization. The results of the full-scale tests, that failed by ductile tearing, show that for similar defect sizes the strain to failure is the same whether in the as-welded or hydrostatically tested condition. The strain to initiate tearing, however, is quite different. In the case of the 24" (610 mm) thin wall tests the strain to initiate tearing increases from 0.09% (as welded) to 0.17% (hydra test). For the 36" (914 mm) thick wall tests the equivalent figures are 0.11% and 0.12%. These results are consistent with the radial deflection measurements which predicted a much higher axial residual strain for the thinner wall pipe material. The results, do point out the effect of the residual stress oncleavage failure. The overall results are consistent with the various Engineering Critical Assessment techniques, however, the approach of CSA Z184 may prove to be more appropriate. This approach makes no allowance for residual strain for either brittle or ductile failure. | L51488 Effects of Stress Relief Due to Hydrostatic Testing on Girth Weld Failure | Fitness-for-purpose analyses are being increasingly used in the engineering assessment of the safety of gas pipelines. The potential need for this arises because of the likelihood of a defect being […] | publish | Uncategorized | open | open | l51488-effects-of-stress-relief-due-to-hydrostatic-testing-on-girth-weld-failure | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51488-effects-of-stress-relief-due-to-hydrostatic-testing-on-girth-weld-failure/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/08/1985 | 2598 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Many pipeline codes have introduced, or are about to introduce, alternative acceptance criteria for defects. Most of these alternative acceptance criteria are based on a CTOD toughness approach and many have been validated using full-scale tests. These approaches have been shown to be conservative using well-aligned pipe tests. It has been shown, however, that the likelihood of producing defects in a girth weld is considerably increased when misalignment is present. In this case, it is not known whether misalignment would reduce the level of conservatism in the proposed engineering critical analyses. This present program has used finite element analyses and full-scale tests to evaluate the effect of misalignment on fracture. Finite element calculations were performed using two- and three-dimensional analyses. | L51489 The Effect of Misalignment on the Fracture Behavior of Girth Welds | Many pipeline codes have introduced, or are about to introduce, alternative acceptance criteria for defects. Most of these alternative acceptance criteria are based on a CTOD toughness approach and many […] | publish | Uncategorized | open | open | l51489-the-effect-of-misalignment-on-the-fracture-behavior-of-girth-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51489-the-effect-of-misalignment-on-the-fracture-behavior-of-girth-welds/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/02/1985 | 2599 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Research conducted in the Stress-Corrosion-Cracking Phase of the NG-18 program has demonstrated that a number of factors influence the rate of stress-corrosion cracking. These factors are the susceptibility of the steel, the stress level, and loading amplitude, the chemical environment in contact with the steel surface, the electrochemical potential established on the steel surface, and the temperature of the steel/environment system. The temperature, as was pointed out by Fessler et al., has an effect on crack growth rate, the width of the potential range where stress-corrosion cracking occurs, and the range of strain rates within which stress-corrosion cracking is possible. It was shown that each of these effects can act to decrease the susceptibility of line pipe steel to stress-corrosion cracking. Although the beneficial effects of lowering the temperature on the stress-corrosion cracking behavior of line pipe steels in carbonate/bicarbonate solutions was shown, no data are available concerning the effect on initiation of stress-corrosion cracks. The objective of this study was to determine the effect of temperature on the KISCC and the stress-corrosion crack velocity of line pipe steels. This study was initiated to determine whether lowering the temperature of the environment could prevent a stress-corrosion crack from initiating or could stop existing and propagating cracks. | L51491 Effect of Temperature on Stress-Corrosion Cracking of Pre-Cracked Line-Pipe Steel | Research conducted in the Stress-Corrosion-Cracking Phase of the NG-18 program has demonstrated that a number of factors influence the rate of stress-corrosion cracking. These factors are the susceptibility of the […] | publish | Uncategorized | open | open | l51491-effect-of-temperature-on-stress-corrosion-cracking-of-pre-cracked-line-pipe-steel | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51491-effect-of-temperature-on-stress-corrosion-cracking-of-pre-cracked-line-pipe-steel/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/05/1985 | 2601 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM |
Acoustic emission (AE) proof testing is a particularly attractive method of nondestructively examining large structures such as pressure vessels and pipelines because a total volumetric examination can be made with AE sensors mounted at relatively large intervals over the surface of-the structures. The proof test, to be effective, requires an increase in pressure that is significantly greater than previously applied pressure in order to elicit AE from existing defects. In the case of gas pipelines, however, overpressure of gas in the line represents a considerable risk. It is therefore desirable to develop a means of using AE to examine gas pipelines without excessive overpressure in the line. Even in a flawed structure, AE is significantly reduced or absent during reload to a previously attained stress. This is known as the Kaiser effect. The Kaiser effect is defined in ASTM E610 as \the absence of detectable acoustic emission until previously applied stress levels are exceeded." This quieting of AE during reload is believed to be connected with the reduction of compression yield which accompanies the increase in tensile yield as a result of the Bauschinger effect. This project was undertaken to evaluate the Kaiser effect recovery at several pressurization levels in pipeline steels to minimize over-pressurization during AE proof testing of pipelines. The experiment to measure the Kaiser recovery was designed so that it would include the major types of defect scenarios and would cover the range of stress levels which a pipeline can experience. The defects, which were included in the tests, included the commonly occurring defects such as fatigue cracks, stress corrosion cracks, and corrosion pits. A specimen without flaws was also included. The effect of stress on the Kaiser recovery was studied by loading the specimens to four levels of stress: 25, 50, 75, and 90 percent of the yield strength of the material. The recovery of the Kaiser effect was measured by loading the sample to the same stress levels at certain intervals of time ranging from 10 minutes to 30 days. These tests were done to measure the acoustic emissions due to loading with an increase in the time during which the Kaiser effect could possibly recover. |
L51492 Evaluation of the Kaiser Effect in Pipe Steels | Acoustic emission (AE) proof testing is a particularly attractive method of nondestructively examining large structures such as pressure vessels and pipelines because a total volumetric examination can be made with […] | publish | Uncategorized | closed | closed | which-were-included-in-the-tests | 22/09/2026 | 22/09/2026 01:52 PM | 0 | https://prci.org/report/which-were-included-in-the-tests/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/01/1985 | 2602 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A large amount of inspection data was generated from the inspection of 36 weld defects included in Phases I and II of PRCI Project number PR-166-177. For convenience of reporting and because most readers till not require it, this data was largely left out of the final report. However, because the data generated may be of interest to some and because it is likely to have direct relevance to projects planned for the future it was considered expedient to formally record this data. Results are reported in two sections. Section 1 containing results from Phase I and Section 2 the results from Phase II. All information including inspector's comments, multiple A-scans and photographs of exposed defects (where available) are included for each defect under its own sub section. Describes experimental work to investigate the use of focused ultrasonic beams for sizing girth weld defects in large diameter pipe. Transducer and lens design are discussed. A comparison of results of destructive examinations is given. | L51493 Sizing of Girth Weld Defects Using Focused Ultrasonic Beams Phases I and II | A large amount of inspection data was generated from the inspection of 36 weld defects included in Phases I and II of PRCI Project number PR-166-177. For convenience of reporting […] | publish | Uncategorized | open | open | l51493-sizing-of-girth-weld-defects-using-focused-ultrasonic-beams-phases-i-and-ii | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51493-sizing-of-girth-weld-defects-using-focused-ultrasonic-beams-phases-i-and-ii/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/07/1995 | 2603 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Includes theoretical development and application as well as a user's manual for using a methodology to predict the near-bottom velocity profiles for submarine pipelines stability by integrating the BBLM into a shelf circulation model. Programs and examples are given in the manual. | L51494 Design Flow Conditions Near Bottom — A Phase I | Includes theoretical development and application as well as a user’s manual for using a methodology to predict the near-bottom velocity profiles for submarine pipelines stability by integrating the BBLM into […] | publish | Uncategorized | open | open | l51494-design-flow-conditions-near-bottom-a-phase-i | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51494-design-flow-conditions-near-bottom-a-phase-i/ | 0 | 0 | raw | default | 50 | Subsea | |||||||
| 01/07/1995 | 2604 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Includes theoretical development and application as well as a user's manual for using a methodology to predict the near-bottom velocity profiles for submarine pipelines stability by integrating the BBLM into a shelf circulation model. Programs and examples are given in the manual. | L51494b Design Flow Conditions Near Bottom — B Phase II | Includes theoretical development and application as well as a user’s manual for using a methodology to predict the near-bottom velocity profiles for submarine pipelines stability by integrating the BBLM into […] | publish | Uncategorized | open | open | l51494b-design-flow-conditions-near-bottom-b-phase-ii | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51494b-design-flow-conditions-near-bottom-b-phase-ii/ | 0 | 0 | raw | default | 50 | Subsea | |||||||
| 30/12/1985 | 2605 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Review of existing and proposed technologies for locating leaks during hydrostatic testing of buried gas transmission pipelines was performed. Articles, reports, and patents having information on leak location were catalogued. Potential technologies were evaluated for further development. Techniques which merit further attention include: 1) Injecting trace gas in the test water; 2) Searching for the maximum acoustic emission signal strength that corresponds to the leak site; 3) Ground radar for detection of water leaks; and 4) Modifying an instrumented pig used in sewer lines for gas pipeline leak detection. | L51496 Techniques for Locating Leaks During Hydrotests of Gas Transmission Pipelines | Review of existing and proposed technologies for locating leaks during hydrostatic testing of buried gas transmission pipelines was performed. Articles, reports, and patents having information on leak location were catalogued. […] | publish | Uncategorized | open | open | l51496-techniques-for-locating-leaks-during-hydrotests-of-gas-transmission-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51496-techniques-for-locating-leaks-during-hydrotests-of-gas-transmission-pipelines/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/09/1985 | 2606 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This program studied the effects of girth welding on the mechanical properties of four quenched and tempered pipeline materials. The study revealed the presence of low-toughness regions in the heat-affected zone of shielded metal arc welds in heavy-wall pipe and fitting materials rated for above-ground service. High-strength, microalloyed steels produced by other processes are also known to be susceptible to similar localized toughness degradation. Because the significance of these regions, with regards to service performance, is not fully understood, further research involving full-scale fracture testing is recommended. | L51497 Investigating the Weldability of Quenched and Tempered Pipeline Materials | This program studied the effects of girth welding on the mechanical properties of four quenched and tempered pipeline materials. The study revealed the presence of low-toughness regions in the heat-affected […] | publish | Uncategorized | open | open | l51497-investigating-the-weldability-of-quenched-and-tempered-pipeline-materials | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51497-investigating-the-weldability-of-quenched-and-tempered-pipeline-materials/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/02/1986 | 2607 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Examines the problems of welding duplex ferritic-austenitic stainless steels for line pipe application. | L51498 Girth Welding Linepipe made from Stainless Steel Either Solid or Internally Clad Phase I | Examines the problems of welding duplex ferritic-austenitic stainless steels for line pipe application. | publish | Uncategorized | open | open | l51498-girth-welding-linepipe-made-from-stainless-steel-either-solid-or-internally-clad-phase-i | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51498-girth-welding-linepipe-made-from-stainless-steel-either-solid-or-internally-clad-phase-i/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 03/03/2000 | 2608 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The report presents an analysis of statistical data obtained from reports of leak or rupture incidents and test failures in natural gas transmission and gathering lines over the 14.5 year period 1970-1984. This report is the last to utilize the OPSR data required on DOT F 7100.2 form. | L51499 Analysis of Reportable Incidents for Natural Gas Transmission and Gathering Lines 1970 through 1984 | The report presents an analysis of statistical data obtained from reports of leak or rupture incidents and test failures in natural gas transmission and gathering lines over the 14.5 year […] | publish | Uncategorized | open | open | l51499-analysis-of-reportable-incidents-for-natural-gas-transmission-and-gathering-lines-1970-through-1984 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51499-analysis-of-reportable-incidents-for-natural-gas-transmission-and-gathering-lines-1970-through-1984/ | 0 | 0 | raw | default | 249 | Legacy | |||||||
| 01/12/1985 | 2609 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Four-volume report covering a two-year investigation of factors affecting crankshaft stress due to engine alignment conditions including foundation/grouting effects, unpredictable thermal growth and case load deflections. Two volumes are year-end reports, and two volumes are topical reports covering field tests (one sole-plate mounted and one grouted engine). | L51500a Crankshaft Stress Reduction through Improved Alignment A Vol 1 | Four-volume report covering a two-year investigation of factors affecting crankshaft stress due to engine alignment conditions including foundation/grouting effects, unpredictable thermal growth and case load deflections. Two volumes are year-end […] | publish | Uncategorized | open | open | l51500a-crankshaft-stress-reduction-through-improved-alignment-a-vol-1 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51500a-crankshaft-stress-reduction-through-improved-alignment-a-vol-1/ | 0 | 0 | raw | default | 150 | Legacy | |||||||
| 01/12/1985 | 2610 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Four-volume report covering a two-year investigation of factors affecting crankshaft stress due to engine alignment conditions including foundation/grouting effects, unpredictable thermal growth and case load deflections. Two volumes are year-end reports, and two volumes are topical reports covering field tests (one sole-plate mounted and one grouted engine). | L51500b Crankshaft Stress Reduction through Improved Alignment B Vol 2 | Four-volume report covering a two-year investigation of factors affecting crankshaft stress due to engine alignment conditions including foundation/grouting effects, unpredictable thermal growth and case load deflections. Two volumes are year-end […] | publish | Uncategorized | open | open | l51500b-crankshaft-stress-reduction-through-improved-alignment-b-vol-2 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51500b-crankshaft-stress-reduction-through-improved-alignment-b-vol-2/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/12/1985 | 2611 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Four-volume report covering a two-year investigation of factors affecting crankshaft stress due to engine alignment conditions including foundation/grouting effects, unpredictable thermal growth and case load deflections. Two volumes are year-end reports, and two volumes are topical reports covering field tests (one sole-plate mounted and one grouted engine). | L51500c Crankshaft Stress Reduction through Improved Alignment C Vol 3 | Four-volume report covering a two-year investigation of factors affecting crankshaft stress due to engine alignment conditions including foundation/grouting effects, unpredictable thermal growth and case load deflections. Two volumes are year-end […] | publish | Uncategorized | open | open | l51500c-crankshaft-stress-reduction-through-improved-alignment-c-vol-3 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51500c-crankshaft-stress-reduction-through-improved-alignment-c-vol-3/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/12/1985 | 2612 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Four-volume report covering a two-year investigation of factors affecting crankshaft stress due to engine alignment conditions including foundation/grouting effects, unpredictable thermal growth and case load deflections. Two volumes are year-end reports, and two volumes are topical reports covering field tests (one sole-plate mounted and one grouted engine). | L51500d Crankshaft Stress Reduction through Improved Alignment D Vol 4 | Four-volume report covering a two-year investigation of factors affecting crankshaft stress due to engine alignment conditions including foundation/grouting effects, unpredictable thermal growth and case load deflections. Two volumes are year-end […] | publish | Uncategorized | open | open | l51500d-crankshaft-stress-reduction-through-improved-alignment-d-vol-4 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51500d-crankshaft-stress-reduction-through-improved-alignment-d-vol-4/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/03/1986 | 2613 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Reports on the study of nonlinear intermodulation measurements as a technique to determine the corrosion status and level of cathodic protection for buried pipe. The technique was not practical for field application, but may be a valuable laboratory tool. | L51503 Analysis of Nonlinear Current Conduction – Cathodic Protection of Buried Pipe.pdf | Reports on the study of nonlinear intermodulation measurements as a technique to determine the corrosion status and level of cathodic protection for buried pipe. The technique was not practical for […] | publish | Uncategorized | open | open | l51503-analysis-of-nonlinear-current-conduction-cathodic-protection-of-buried-pipe-pdf | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51503-analysis-of-nonlinear-current-conduction-cathodic-protection-of-buried-pipe-pdf/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/04/1984 | 2574 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Mined cavern storage of natural gas is a technical and economically feasible alternative to surface storage. Favorable geologic environments exist in many locations, and the risk of cost overruns or unproductive expense can be minimized through a stepwise planning and design procedure. Design and construction techniques for underground structures are well precedented with numerous successful cavern projects completed for powerhouses, military purposes, and mines. A mined cavern storage system has been operating in an abandoned coal mine in Leyden, Colorado, for over 20 years, with another planned by a consortium of gas companies for the New York City area. We look forward to the day when mined cavern storage is recognized as a viable option during the planning of a gas storage system. The manual begins with general geologic siting criteria, and proceeds to the various types of cavern storage systems, and then to a discussion of environmental and permitting requirements of the facility. Finally, the manual guides the reader through the stages of design and construction and presents the fundamentals of underground engineering. | L51456 Design Guidelines for Mined Cavern Storage of Natural Gas | Mined cavern storage of natural gas is a technical and economically feasible alternative to surface storage. Favorable geologic environments exist in many locations, and the risk of cost overruns or […] | publish | Uncategorized | open | open | l51456-design-guidelines-for-mined-cavern-storage-of-natural-gas | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51456-design-guidelines-for-mined-cavern-storage-of-natural-gas/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/07/1984 | 2575 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Evaluates the use of selective catalytic NOx reduction (5CR) in the early spring of 1980 using ammonia (NH3) and a surface active catalyst to reduce NO compounds to nitrogen and water. The ammonia selectively"eacts with oxygen associated with the N0 rather than the free oxygen in the exhaust gas. This feature makes the method especially attractive for those IC engines that are designed to run fuel-lean (lean-burn). This includes all two-cycle and most turbocharged four-cycle engines. | L51459 Flue Gas Treatment Methods – Volume 3 Automatic Controlled SCR | Evaluates the use of selective catalytic NOx reduction (5CR) in the early spring of 1980 using ammonia (NH3) and a surface active catalyst to reduce NO compounds to nitrogen and […] | publish | Uncategorized | open | open | l51459-flue-gas-treatment-methods-volume-3-automatic-controlled-scr | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51459-flue-gas-treatment-methods-volume-3-automatic-controlled-scr/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 01/06/1984 | 2576 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Traditional design practices for offshore pipelines attempt to ensure stability along the entire pipeline system. In shallow water, the standard practice requires the burial of pipeline systems resulting in increased construction costs from trenching operations. Present design methodologies for marine pipeline systems generally require only a static-equivalent stability analysis using hydro-dynamic pipe loadings computed from a design wave. The purpose of this analysis is to develop a finite element method (FEM) formulation that can be utilized for a detailed study of the evolution of pipeline configurations under random wave attack from directional seas. The primary features of the FEM algorithm developed include: 1) the ability to predict the large deflection response of the pipeline; 2) the ability to model nonlinear hydroelastic fluid forces; 3) the ability to independently model cohesive and cohesion-less sediment loads; and 4) the ability to adopt irregular bottom contours. Additional features provided by the finite element method include: 1) flexibility in discretizing the pipeline system; and 2) the ability to model features such as a missing weight coating along any arbitrary portion of the pipeline. | L51460 The Effect of Random Seas on Pipeline Stability Vol II Finite Element Modeling of Pipeline Response | Traditional design practices for offshore pipelines attempt to ensure stability along the entire pipeline system. In shallow water, the standard practice requires the burial of pipeline systems resulting in increased […] | publish | Uncategorized | open | open | l51460-the-effect-of-random-seas-on-pipeline-stability-vol-ii-finite-element-modeling-of-pipeline-response | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51460-the-effect-of-random-seas-on-pipeline-stability-vol-ii-finite-element-modeling-of-pipeline-response/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/07/1984 | 2577 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | There are many ways to produce pseudo-random computer simulations of random functions correlated in space and/or time. The simulation mathematics may be performed in time and space domains or in the corresponding frequency domains. In either case, the computations may be based on the development of correlated Gaussian variables directly or on random-phase or other statistical models which are asymptotically Gaussian and which introduce the proper physical model in natural ways. The specific application to a submarine pipeline, which may move from time to time, introduces further choices. These include such approaches as a time-domain simulation just along the particular location of the pipeline, a simulation on a fixed space time grid followed by some interpolation scheme, or a Volterra integral representation of the random space-time functions involved. The computer simulation of realistic ocean wave and sea floor soil behavior is the first part of the overall study of submarine pipeline motion under storms with random directional wave action. The second part of the study is the development and testing of finite element procedures that predict the pipeline response. The third part of the study is the development of simplifications in the system, which will allow abbreviated design guides and procedures. Most of the project effort was expended in program development and in making every effort to locate and remove computer "bugs" from the programs. | L51461 Random Seas on Pipeline Stability Vol I Wave-Soil Simulations and Simplified Design Methods | There are many ways to produce pseudo-random computer simulations of random functions correlated in space and/or time. The simulation mathematics may be performed in time and space domains or in […] | publish | Uncategorized | open | open | l51461-random-seas-on-pipeline-stability-vol-i-wave-soil-simulations-and-simplified-design-methods | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51461-random-seas-on-pipeline-stability-vol-i-wave-soil-simulations-and-simplified-design-methods/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/07/1984 | 2578 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this report was to develop a method of defining sensitivity of an installed acoustic emission system. The project was divided into five phases, which were designed to address specific tasks leading to development and evaluation of the sensitivity verification system. The five phases were: 1) Selection of a reference transducer with broadband characteristics. 2) Characterization of signals coming from defects when detected at various positions on a test pipe. 3) Development of a calibration system, which accurately simulates signals detected in the test pipe. 4) Field evaluation of equipment developed in Phase 3. 5) Documentation of the entire program. | L51462 Sensitivity Verification for Acoustic Emission on Buried Pipelines | The objective of this report was to develop a method of defining sensitivity of an installed acoustic emission system. The project was divided into five phases, which were designed to […] | publish | Uncategorized | open | open | l51462-sensitivity-verification-for-acoustic-emission-on-buried-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51462-sensitivity-verification-for-acoustic-emission-on-buried-pipelines/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/05/1984 | 2579 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The kinetics of stress-corrosion crack (SCC) growth in gas transmission pipelines is not well understood. Several factors in pipelines act to make the SCC situation less pessimistic than it might at first appear. First, SCC cannot occur in a pipeline as long as the protective coating remains intact. Second, even if breaks in the coating do develop with time, it is unlikely that the electrochemical potential existing in that region will be constantly in the critical range for cracking. Third, unlike the laboratory specimens cited earlier, the steel will not be subjected to a constant rate of strain. Rather, it will be subjected to an essentially constant stress (perhaps with small fluctuations of a low frequency) that does not exceed 72 percent of the specified minimum yield strength (SMYS). This will result in a very low rate of strain (due to creep and stress cycling) and a rate that will diminish with time. Fourth, the temperature of the pipeline will usually be lower than the value of 175 F that is frequently used in laboratory experiments; stress corrosion cracking rates diminish substantially as temperature is lowered. In addition, the critical potential range for cracking is narrower at lower temperature. The study of the effect of crack depth on crack-growth rate employed a pre-cracked cantilever-bend specimen. The method of loading the specimen and monitoring the crack growth is illustrated schematically. The stress at the crack tip was calculated by assuming the beam depth to be equal to the amount of un-cracked material below the notch and ignoring any stress concentrating effect of crack. Addition of the direct-current electric-potential (d-c E.P.) wiring for measuring crack growth required no alteration of the electrochemical cell or the loading fixture. Direct-current leads (14 gauge copper wire) were attached to the specimen outside the cell and potential probe leads (24 gauge iron wire) were spot-welded across the notch mouth. Upon completion of each test in the crack-depth-effect series, the specimen faces were polished and etched metallographically to confirm that intergranular stress-corrosion cracking (IGSCC) had occurred. The specimen was then fractured at a low temperature to reveal the total amount of crack growth by IGSCC. | L51464 Kinetics of Stress-Corrosion Cracking in Pipe Steel at 175F | The kinetics of stress-corrosion crack (SCC) growth in gas transmission pipelines is not well understood. Several factors in pipelines act to make the SCC situation less pessimistic than it might […] | publish | Uncategorized | open | open | l51464-kinetics-of-stress-corrosion-cracking-in-pipe-steel-at-175f | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51464-kinetics-of-stress-corrosion-cracking-in-pipe-steel-at-175f/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/08/1984 | 2580 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The predominant means of oil and gas distribution is by large diameter pipelines; which are field welded using either manual or semi-automatic procedures. The hydrogen-induced cracking problems encountered with construction projects, have been attributed to chemistry, hydrogen content of the weld, and the applied stresses. The stresses across the joint, and in particular the root run, are not always known exactly, and can have a significant influence on crack susceptibility. These can be caused by the action of the line-up clamp, mismatch of adjoining pipes, and lifting of the pipe for overall alignment while the girth welds are only partially completed. This project quantified the effects of lift height and misalignment on the susceptibility of girth welds to hydrogen-induced cracking and compared GMAW and FCAW procedures to standard cellulosic welds. The high restraint cracking test developed at the Welding Institute of Canada was used to compare the crack susceptibilities for the root passes. Parallel sets of tests were conducted on a 0.13%C and a 0.08%C steel, using Phoenix Cel 80, Linde 65, and Lincoln NR205 consumables. The results of the tests were compared in terms of the critical cooling time to 100° C of the root pass, which was necessary to prevent cracking. The increased susceptibility with higher restraint was identical for both steels and it was shown that increasing the restraint by 500 kg/mm2 would require an additional 150 s to cool to 100°C to prevent cracking. The cooling time was also longer when a misalignment of 1.6 mm was introduced into the joint, but the effect of misalignment was minimal as the restraint decreased. The effects of lift height and misalignment on the susceptibility of the root run of a girth weld to hydrogen-induced cracking were examined using the high restraint cracking test. This test was also used to compare directly the relative cracking tendencies of root runs deposited using SMAW, GMAW, and FCAW. The results of the tests were compared in terms of the critical cooling time to 100°C to prevent cracking. | L51465 Examination of Pipeline Welding Procedural Variables | The predominant means of oil and gas distribution is by large diameter pipelines; which are field welded using either manual or semi-automatic procedures. The hydrogen-induced cracking problems encountered with construction […] | publish | Uncategorized | open | open | l51465-examination-of-pipeline-welding-procedural-variables | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51465-examination-of-pipeline-welding-procedural-variables/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/02/1985 | 2581 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report is an addendum to L51467. The commercial application of rapid cure fusion bonded epoxy (FBE) coatings to line pipe is a fast operation. Accordingly, it is possible to coat a large number of pipe joints improperly before the inferior coating quality can be detected and the cause remedied. The quality control techniques currently used in coating plants are too slow to meet the demands of this coating and its application procedures. The primary goal of this program was to develop on-site, repeatable, accurate, and operatively simple test procedures that are capable of determining (a) the degree of reaction (cure) of the applied FBE coating, (b) the adhesive bond strength of the coating to the steel pipe substrate, and (c) the void content of the coating created by bubble entrapment or gas formation during application. The secondary goal was to develop on-site test methods to monitor coating quality continuously and nondestructively on the coating production line. | L51467A On-Site Assessment of Mill-Applied Fusion-Bonded Coating Quality | This report is an addendum to L51467. The commercial application of rapid cure fusion bonded epoxy (FBE) coatings to line pipe is a fast operation. Accordingly, it is possible to […] | publish | Uncategorized | open | open | l51467a-on-site-assessment-of-mill-applied-fusion-bonded-coating-quality | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51467a-on-site-assessment-of-mill-applied-fusion-bonded-coating-quality/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/12/1984 | 2582 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The natural gas carried in pipelines often contains liquid water, carbon dioxide, hydrogen sulfide, and other components that cause internal corrosion of the carbon steel pipelines. To identify key variables that could affect the corrosivity of wet, sweet gas to carbon steel, the research program focused on the composition influences of specific contaminants and the effects of surface films, velocity and metallurgy of the pipe material. The objective of this laboratory film research program was to identify key variables that could affect the corrosion of the inside surface of carbon steel gas pipelines carrying wet natural gas containing carbon dioxide. Forty-two autoclave tests of 8 to 21 days duration were conducted at 1000 psi pressure to measure the uniform corrosion rate of several grades of carbon steel as various changes were made in the water chemistry, CO2 partial pressure, temperature, and water velocity. Three gas pipeline companies provided pipe samples for pipelines exposed to wet CO2, and these were examined for corrosion. | L51468 Effect of Water Chemistry on Internal Corrosion Rates in Offshore Natural Gas Pipelines | The natural gas carried in pipelines often contains liquid water, carbon dioxide, hydrogen sulfide, and other components that cause internal corrosion of the carbon steel pipelines. To identify key variables […] | publish | Uncategorized | open | open | l51468-effect-of-water-chemistry-on-internal-corrosion-rates-in-offshore-natural-gas-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51468-effect-of-water-chemistry-on-internal-corrosion-rates-in-offshore-natural-gas-pipelines/ | 0 | 0 | raw | default | 245 | Legacy | |||||||
| 22/02/1985 | 2583 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Reports the results of a two-phase round-robin program to examine the reproducibility of the precracked DWTT when used for impact-energy measurement. | L51471 AGA-API Drop Weight Tear Test Round Robin Testing Program | Reports the results of a two-phase round-robin program to examine the reproducibility of the precracked DWTT when used for impact-energy measurement. | publish | Uncategorized | open | open | l51471-aga-api-drop-weight-tear-test-round-robin-testing-program | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51471-aga-api-drop-weight-tear-test-round-robin-testing-program/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/03/1985 | 2584 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Evaluates the effect of the introduction of hydrogen operating at high pressures on the mechanical properties of line pipe. | L51472 Effects of SNG-Hydrogen Gas Mixtures on High Pressure Pipelines | Evaluates the effect of the introduction of hydrogen operating at high pressures on the mechanical properties of line pipe. | publish | Uncategorized | open | open | l51472-effects-of-sng-hydrogen-gas-mixtures-on-high-pressure-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51472-effects-of-sng-hydrogen-gas-mixtures-on-high-pressure-pipelines/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 21/02/1985 | 2585 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Severe problems with wrinkling when making field bends in ERW pipe coated with a fusion-bonded thin-film coating have been reported by several PRCI member companies in recent years. When these problems were encountered, wrinkling was controlled by careful alignment of the bending equipment, by procuring another lot of pipe for bending, or by increasing the bend radius. The occurrence of wrinkling results in considerable inconvenience, such as increased cost and construction delays, particularly when it cannot be controlled solely by realignment of the bending equipment. An investigation was conducted to determine the factors responsible for the development of wrinkles at low bend angles during the field bending of certain lots of line pipe. The investigation included both a survey of users to obtain information on field bending problems and laboratory studies at Battelle designed to identify factors responsible for wrinkling at low bend angles. | L51473 Investigation of Wrinkling at Low Bend Angles During Field Bending of Line Pipe | Severe problems with wrinkling when making field bends in ERW pipe coated with a fusion-bonded thin-film coating have been reported by several PRCI member companies in recent years. When these […] | publish | Uncategorized | open | open | l51473-investigation-of-wrinkling-at-low-bend-angles-during-field-bending-of-line-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51473-investigation-of-wrinkling-at-low-bend-angles-during-field-bending-of-line-pipe/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 02/01/1985 | 2586 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Pipeline valve bodies, fittings, flanges, and numerous other components are typically made of cast or forged low-alloy steels. The large wall thicknesses necessitated by the complex shapes of these components usually are not conducive to ductile fracture behavior. Nevertheless, there is a distinct need to have sufficient toughness in such components so that they will not be susceptible to catastrophic failure from defects that may remain after manufacturing and hydrostatic testing. The present practice for controlling toughness in such components consists of specifying arbitrary values of Charpy energy or percentage shear area at a given temperature to be determined on a coupon of the material made in a manner similar to the parent cast or forged component. These values are usually decided by agreement between the purchaser and manufacturer. This report describes experimental research aimed at correlating typical impact tests to more fundamental fracture mechanics tests using various available correlations and to predict full-scale fracture behavior of heavy-walled pipeline components using the fracture mechanics parameters obtained. The components examined in this research task are: (1) a 4-inch, 600 pound class valve, (2) a quarter section of a 24-inch Arctic grade valve, and (3) a 16-inch diameter by 0.75-inch wall, 45 degree elbow. Small-scale tests conducted on the 4-inch valve material were standard Charpy V-notch impact, precracked Charpy impact, precracked Charpy slow bend, dynamic tear, and three-point bend - J/COD tests. Only Charpy V-notch impact and J/COD tests were performed on the 24- inch Arctic Grade valve and the 16-inch elbow. This report describes a conservative approach to estimating failure stresses and tolerable flaw sizes to predict brittle fracture in heavy-wall components. | L51474 Brittle Fracture Initiation of Heavy-Wall Components | Pipeline valve bodies, fittings, flanges, and numerous other components are typically made of cast or forged low-alloy steels. The large wall thicknesses necessitated by the complex shapes of these components […] | publish | Uncategorized | open | open | l51474-brittle-fracture-initiation-of-heavy-wall-components | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51474-brittle-fracture-initiation-of-heavy-wall-components/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/08/1981 | 2587 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Presents a mathematical model for predicting mud loading on offshore pipelines through a combination of experimental and theoretical studies. A dimensional analysis followed by three different sizes of drag box tests were conducted; the theory and test results are presented and compared. Laboratory tests were made in a shear box using a small scale deeply buried vertical pile model to check test procedures and provide a link between the present work and extensive previous data by Marti at Texas A & M University. Maximum drag factors for rigidly held deeply buried horizontal pipes in the shear box .rere then examined and shown to be the same as for the deeply buried vertical pile. Next, normal and axial drag factors for deeply buried horizontal pipes oriented oblique to the flow in the shear box were obtained as a function of cross-flow angle in pressurized soil. Additional tests were made in the shear box to obtain drag factors on both partially recessed and shallow completely buried pipes rigidly held normal to the flow in unpressurized soil. | L51477 Theoretical and Experimental Investigation of Mud Forces on Pipe | Presents a mathematical model for predicting mud loading on offshore pipelines through a combination of experimental and theoretical studies. A dimensional analysis followed by three different sizes of drag box […] | publish | Uncategorized | open | open | l51477-theoretical-and-experimental-investigation-of-mud-forces-on-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51477-theoretical-and-experimental-investigation-of-mud-forces-on-pipe/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/02/1985 | 2588 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This study examines the relationship between ductile tearing accompanying ductile crack extension and the arrest behavior of line pipe steel. Ten pipeline steels were selected to represent the spectrum of current manufacturing technology for X-70 pipe and detailed tensile properties were determined. The purpose of the study was to examine whether the extent of plastic deformation correlates with fracture velocity and/or arrest, and whether its extent can be predicted from metallurgical, geometric, and stress data. The results suggest that the total deformation accompanying fracture is not affected by work hardening rate or by the existence of fracture surface separations. | L51478 Ductile Fracture of Pipelines – Correlation between Fracture Velocity and Plastic Zone | This study examines the relationship between ductile tearing accompanying ductile crack extension and the arrest behavior of line pipe steel. Ten pipeline steels were selected to represent the spectrum of […] | publish | Uncategorized | open | open | l51478-ductile-fracture-of-pipelines-correlation-between-fracture-velocity-and-plastic-zone | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51478-ductile-fracture-of-pipelines-correlation-between-fracture-velocity-and-plastic-zone/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/05/1985 | 2589 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Details an investigation of the pressure losses associated with a variety of fittings based upon readings collected at four actual pipeline stations involving both reciprocal and centrifugal compressors. Evaluation of existing pressure loss coefficients where available, and procedures for calculating pressure drops as necessary are presented. | L51480 Investigation of Pressure Losses in Compressor Station Yard Pipework | Details an investigation of the pressure losses associated with a variety of fittings based upon readings collected at four actual pipeline stations involving both reciprocal and centrifugal compressors. Evaluation of […] | publish | Uncategorized | open | open | l51480-investigation-of-pressure-losses-in-compressor-station-yard-pipework | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51480-investigation-of-pressure-losses-in-compressor-station-yard-pipework/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 29/01/1985 | 2590 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A detailed analytical model of a buried pipeline was derived and numerically exercised to evaluate frequency spectra, group velocities, amplitude ratios, axial power flow parameters and soil damping coefficients to determine parameters regarding optimum AE inspection. The analytical and experimental results of this program are described in this report. | L51481 AE Monitoring by Experimental and Theoretical Evaluation of Wave Propagation | A detailed analytical model of a buried pipeline was derived and numerically exercised to evaluate frequency spectra, group velocities, amplitude ratios, axial power flow parameters and soil damping coefficients to […] | publish | Uncategorized | open | open | l51481-ae-monitoring-by-experimental-and-theoretical-evaluation-of-wave-propagation | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51481-ae-monitoring-by-experimental-and-theoretical-evaluation-of-wave-propagation/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/07/1985 | 2591 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Occasionally, buried explosives are used within proximity of producing oil & gas wells which increases the stresses in the casing near the explosion which may result in failure of the well. A procedure was needed for predicting the maximum stresses in producing oil & gas wells, specifically the well casing, induced by nearby, buried, explosive detonations. An extensive experimental and analytical program were funded and performed over a six (6) year period 1975-1981. The program was divided into two (2) parts: In the first part, similitude theory, empirical analyses and test data were used to derive equations for estimating maximum ground displacement and particle velocity. The ground motions provided the forcing function imparted to a buried pipeline. In the second part, similitude theory, conservation of mass and momentum, and approximate energy methods were used to derive functional relationships for the maximum pipe strains and stresses. Experimental data from more than sixty (60) field tests ere used to develop equations for estimating maximum pipe stresses induced by point and parallel line explosive sources buried in homogeneous soil media. The pipe stress and ground motion data from these experiments were used to develop an equation for computing an effective standoff distance so that the point source soil equations could be used to approximate the casing response. The large amount of data used and the wide range of these data make the solutions applicable to most blasting situations near producing oil & gas wells. This report provides comprehensive and detailed information for pipeline as well as oil & gas operators to predict the effect of buried explosives and thus the safety of a well(s) while in-service through proper assessment of stresses and guidelines for the appropriate selection of explosive charges, techniques and methods. This will avoid unexpected damages, operational costs, provide guidance for operator qualification" for blasting near in-service wells and minimize liabilities to the operator." | L51482 Well Casing Response to Buried Explosive Detonations | Occasionally, buried explosives are used within proximity of producing oil & gas wells which increases the stresses in the casing near the explosion which may result in failure of the […] | publish | Uncategorized | open | open | l51482-well-casing-response-to-buried-explosive-detonations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51482-well-casing-response-to-buried-explosive-detonations/ | 0 | 0 | raw | default | 995 | Underground Storage | |||||||
| 01/05/1985 | 2592 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Addresses the effects of the current EPA Method 20 correction factors on predicted NOx levels vs. actual observed NOx emissions based upon data from some 800 engine field test data sets. The report demonstrates that correction procedure to the 85 degrees F / 75 grains of water per pound of dry air standard introduces considerable over-prediction and presents a case for the elimination of the procedure or at a minimum a modification to permit regional correction factors. The data sets are displayed in Appendix of some 200 p. | L51483 Evaluation of EPA Method 20 Ambient Correction Procedure | Addresses the effects of the current EPA Method 20 correction factors on predicted NOx levels vs. actual observed NOx emissions based upon data from some 800 engine field test data […] | publish | Uncategorized | open | open | l51483-evaluation-of-epa-method-20-ambient-correction-procedure | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51483-evaluation-of-epa-method-20-ambient-correction-procedure/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/06/1985 | 2593 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Previous studies have identified the optimum environmental conditions (temperature, electrochemical potential, and solution composition) for performing an evaluation for defining susceptibility of line-pipe steels to stress-corrosion cracking. These studies also have shown that dead-weight loaded tests, performed on tapered tensile test specimens, with an imposed cyclic load is a promising technique for evaluating stress-corrosion cracking susceptibility. However, the optimum stress ranges (AU), frequencies and test times had not been identified. The objective of the program was to develop an experimental procedure which will reliably assess the stress-corrosion cracking susceptibility of a given line pipe steel. Previous studies have identified the optimum environmental conditions (temperature, electrochemical potential, and solution composition) for performing such an evaluation. These studies also have shown that dead-weight loaded tests, performed on tapered tensile test specimens, with an imposed cyclic load is a promising technique for evaluating stress-corrosion cracking susceptibility. However, the optimum stress ranges (AU), frequencies and test times had not been identified. In the experimental program, the stress-corrosion cracking susceptibility of three line pipe steels was measured using the tapered tensile test technique over a range of frequencies, test times, and values. | L51484 Test Method for Defining Susceptibility of Line Pipe Steels to Stress Corrosion Cracking | Previous studies have identified the optimum environmental conditions (temperature, electrochemical potential, and solution composition) for performing an evaluation for defining susceptibility of line-pipe steels to stress-corrosion cracking. These studies also […] | publish | Uncategorized | open | open | l51484-test-method-for-defining-susceptibility-of-line-pipe-steels-to-stress-corrosion-cracking | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51484-test-method-for-defining-susceptibility-of-line-pipe-steels-to-stress-corrosion-cracking/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/10/1983 | 2554 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This study was performed to develop a predictive equation for use as a chemical component of dispersion models used for estimating the ground level concentration of NO2 downwind of natural gas compressor stations. A dispersion model is used to estimate downwind NOx concentrations, while the chemical submodel presented in the report is used to predict downwind NO2/NOx ratios. The chemical component of the model takes into account four sources of NO2 in the compressor station exhaust plume:1) Combustion generated NO2;2) NO2 produced by thermal conversion;3) NO2 generated by reaction of NO in the exhaust with O3 in the ambient air; and4) NO2 in the ambient air. | L51431 Prediction of NO to NO2 Oxidation Downwind of Reciprocating Engine Natural Gas Compressor Stations | This study was performed to develop a predictive equation for use as a chemical component of dispersion models used for estimating the ground level concentration of NO2 downwind of natural […] | publish | Uncategorized | open | open | l51431-prediction-of-no-to-no2-oxidation-downwind-of-reciprocating-engine-natural-gas-compressor-stations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51431-prediction-of-no-to-no2-oxidation-downwind-of-reciprocating-engine-natural-gas-compressor-stations/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/02/1983 | 2555 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A design methodology has been developed for cathodic protection systems on off-shore pipelines using galvanic anode bracelets. The methodology developed allows optimum spacing and sizing of anodes necessary for pipeline protection to be determined so as to satisfy minimum energy and weight criteria. It incorporates an electrical model of the pipeline that takes into account the effects of the non-linear polarization characteristics of the pipe steel and the galvanic anodes. The model allows design calculations to be made for a pipeline either completely in water or mud, and in addition, at the water-mud interface where current flow to the pipeline is governed by the characteristics of two different Media. Theoretical potential profiles can also be predicted for pipeline holidays and galvanic bracelet anodes. Profiles in the water surrounding the pipeline can be computed for both situations of the pipeline in water or under mud cover. The objective of this program was to develop mathematical equations which describe the potential and current profiles of offshore pipelines cathodically protected with galvanic bracelet anodes. Equations developed have been implemented into a computer program. The purpose of this work is to provide a technically sound basis for cathodic protection system design, and to resolve concerns regarding the interpretation and implementation of available pipe potential measurement techniques. | L51432 Cathodic Protection for Offshore Pipelines | A design methodology has been developed for cathodic protection systems on off-shore pipelines using galvanic anode bracelets. The methodology developed allows optimum spacing and sizing of anodes necessary for pipeline […] | publish | Uncategorized | open | open | l51432-cathodic-protection-for-offshore-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51432-cathodic-protection-for-offshore-pipelines/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/05/1983 | 2556 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Measurements of exhaust plume rise from a gas turbine and three compressor engines were made and the observed results were compared with predicted plume heights from existing plume rise models. Alternative plume rise models were developed based on the observed data for use in estimating gas turbine and compressor engine plume rise. The present study was designed to determine the most accurate and suitable plume rise model or models to be used with gas turbines and reciprocating engines used in the gas transmission industry. Zip file contains field test data and test protocol. | L51433 Plume Rise from Gas Turbines and Reciprocating Internal Combustion Engines in Gas Transmission | Measurements of exhaust plume rise from a gas turbine and three compressor engines were made and the observed results were compared with predicted plume heights from existing plume rise models. […] | publish | Uncategorized | open | open | l51433-plume-rise-from-gas-turbines-and-reciprocating-internal-combustion-engines-in-gas-transmission | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51433-plume-rise-from-gas-turbines-and-reciprocating-internal-combustion-engines-in-gas-transmission/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/03/1983 | 2557 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report describes the findings of a study specifically concerned with developing a basis for valve selection that is sufficiently general for use throughout the gas pipeline industry, yet sufficiently specific to assure adequate protection. The study results are intended as guidelines only, and are not intended to preclude the use of other rational selection criteria developed by industry members for their specific pipeline systems. | L51434 Determination of Compressor Station Relief Valve Capacity Criteria | This report describes the findings of a study specifically concerned with developing a basis for valve selection that is sufficiently general for use throughout the gas pipeline industry, yet sufficiently […] | publish | Uncategorized | open | open | l51434-determination-of-compressor-station-relief-valve-capacity-criteria | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51434-determination-of-compressor-station-relief-valve-capacity-criteria/ | 0 | 0 | raw | default | 250 | Legacy | |||||||
| 01/04/1983 | 2558 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The phenomenon of brittle fracture arrest has been studied by Battelle Columbus Laboratories for the Pipeline Research Council International, Inc. and for the British Gas Corporation (BGC). Pertinent studies have been made independently by BGC for both steel and plastic (PVC) pipes. These studies have revealed that it is possible to obtain arrest of brittle or cleavage fractures propagating in natural gas pipelines under certain conditions.. The specific purpose of this report is to combine the previous work on brittle fracture initiation, propagation, and arrest into a consistent hypothesis, to show how this hypothesis can be used in design, and to show how current API specifications can be used to accomplish these designs or, alternatively, what additional supplementary requirements need to be added to API specifications. Current API 5LX Line Pipe Specifications have Supplementary Requirements SR5 and SR6, which relate to Charpy V-notch (CVN) Impact Testing and Drop Weight Tear Testing (DWTT), respectively, for 20-inch-diameter or larger pipe. Most of the experimental work, also, has been on pipes in this size category. Consequently, the analysis here will be pertinent mainly to the larger pipe sizes. This report describes the conditions that are necessary for control of propagating brittle fractures and also suggests other considerations with regard to fracture initiation. | L51436 Brittle Fracture Arrest in Gas Pipelines | The phenomenon of brittle fracture arrest has been studied by Battelle Columbus Laboratories for the Pipeline Research Council International, Inc. and for the British Gas Corporation (BGC). Pertinent studies have […] | publish | Uncategorized | open | open | l51436-brittle-fracture-arrest-in-gas-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51436-brittle-fracture-arrest-in-gas-pipelines/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/05/1983 | 2559 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The stresses and deformations associated with circumferential welding of pipes and cylinders can affect the integrity of the joint during construction and its corrosion resistance afterwards. Hydrogen-induced cracking of partially completed girth welds is exacerbated by high levels of stress. Material degradation due to stress corrosion cracking also occurs more readily with greater stresses. The stresses can either be residual or those due to external loading. The extent of stresses caused by welding are also required when engineering critical assessments are conducted to determine the significance of defects in joints. In all cases, it is desirable to reduce the stresses as much as possible. A research program was undertaken to study the contractions and stresses resulting from girth welds made on 616 mm and 914 mm diameter pipes. Measurements were made both during and after welding to determine the effects of welding procedure on pipe deformations and resultant residual strains. The contraction behavior of pipes due to girth welding was examined for two pipe diameters. Welds were made to join pipes whose lengths were at least meters apiece. The welding procedure was changed through the experimental work by using either two or three welders. The theoretical and experimental studies conducted to date in which the heat input and welding parameters were variables have all used a single arc. The results described in this report investigate changes in welding procedures with multiple arcs, and are representative of procedures used to make girth welds in transmission pipelines. | L51437 Reaction Stresses and Contractions in Girth Welds | The stresses and deformations associated with circumferential welding of pipes and cylinders can affect the integrity of the joint during construction and its corrosion resistance afterwards. Hydrogen-induced cracking of partially […] | publish | Uncategorized | open | open | l51437-reaction-stresses-and-contractions-in-girth-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51437-reaction-stresses-and-contractions-in-girth-welds/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 30/06/1983 | 2560 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This project was initiated as a result of the findings of earlier research on PR-3-93, "Investigation of Techniques to Determine the True Pipe-to-Soil Potential of a Buried Pipeline: Supplementary Studies". The research on project PR-3-93, conducted in 1980, showed that the present criteria for corrosion control by cathodic protection (1) evolved largely from experience, (2) can be overly conservative in some cases, (3) can be inadequate in others, and (4) are not necessarily consistent among themselves. As a result of these findings, research was undertaken on PR-3-129 to critically assess the present criteria for cathodic protection in the laboratory. The research began in September 1980, and was completed in December 1982. The overall objective of the research was to develop a method for determining the requirements to mitigate general and pitting corrosion on any individual pipeline. The method was expected to be safe, not overly conservative, and capable of being tailored to specific environmental conditions. To meet this objective, research was undertaken to (1) determine the specific cathodic protection requirements to prevent general and pitting corrosion from starting in various soil environments, (2) determine the effects of temperature, anaerobic bacteria, steel-surface condition, and time on the specific requirements in selected soils, (3) develop a better understanding of those factors that control the criteria for corrosion control, and (4) determine the requirements to stop active corrosion pit growth. On some pipelines, stress-corrosion cracking may occur at potentials where corrosion is prevented; therefore, the research was directed also to (1) determine the least negative potential to prevent stress-corrosion cracking, and (2) determine the most negative potential for preventing stress-corrosion cracking. | L51439 An Assessment of the Criteria for Cathodic Protection of Buried Pipelines | This project was initiated as a result of the findings of earlier research on PR-3-93, “Investigation of Techniques to Determine the True Pipe-to-Soil Potential of a Buried Pipeline: Supplementary Studies”. […] | publish | Uncategorized | open | open | l51439-an-assessment-of-the-criteria-for-cathodic-protection-of-buried-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51439-an-assessment-of-the-criteria-for-cathodic-protection-of-buried-pipelines/ | 0 | 0 | raw | default | 295 | Corrosion | |||||||
| 01/02/1983 | 2561 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A study has been carried out to evaluate the accuracy of various methods that are used to calculate pressure drop and liquid holdup for multiphase gas-liquid pipelines. A group of methods consisting of various combinations of liquid holdup and friction loss correlations from the literature was used to predict the performance of several pipelines for which measured data were available. The basic set of methods selected includes most of those that are commonly used in the oil and gas industry. | L51441 Critical Evaluation of Multiphase Pipeline Calculation Methods | A study has been carried out to evaluate the accuracy of various methods that are used to calculate pressure drop and liquid holdup for multiphase gas-liquid pipelines. A group of […] | publish | Uncategorized | open | open | l51441-critical-evaluation-of-multiphase-pipeline-calculation-methods | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51441-critical-evaluation-of-multiphase-pipeline-calculation-methods/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/03/1983 | 2562 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report contains the results of a research program in which gamma ray densitometers were used to make direct measurements of the liquid volume fraction in two and three phase pipelines. The calibration and analysis procedures that were developed for the densitometers are described. Also included are the results of several special tests to investigate the sensitivity and operating characteristics of these instruments.Test were conducted at one oil field and three gas fields for pipe diameters ranging from 4 to 16 inches. The project concluded that the densitometers can provide useful data from two phase pipeline even when the liquid hold-up is very small. However, It is recommended that they not be used to obtain liquid holdup data for three phase pipeline, except under conditions described in the report. | L51442a Field Measurement of Liquid Holdup in Commercial Two Phase Flow Pipelines A | This report contains the results of a research program in which gamma ray densitometers were used to make direct measurements of the liquid volume fraction in two and three phase […] | publish | Uncategorized | open | open | l51442a-field-measurement-of-liquid-holdup-in-commercial-two-phase-flow-pipelines-a | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51442a-field-measurement-of-liquid-holdup-in-commercial-two-phase-flow-pipelines-a/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/03/1983 | 2563 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report contains the results of a research program in which gamma ray densitometers were used to make direct measurements of the liquid volume fraction in two and three phase pipelines. The calibration and analysis procedures that were developed for the densitometers are described. Also included are the results of several special tests to investigate the sensitivity and operating characteristics of these instruments.Test were conducted at one oil field and three gas fields for pipe diameters ranging from 4 to 16 inches. The project concluded that the densitometers can provide useful data from two phase pipeline even when the liquid hold-up is very small. However, It is recommended that they not be used to obtain liquid holdup data for three phase pipeline, except under conditions described in the report. | L51442b Field Measurement of Liquid Holdup in Commercial Two Phase Flow Pipelines B | This report contains the results of a research program in which gamma ray densitometers were used to make direct measurements of the liquid volume fraction in two and three phase […] | publish | Uncategorized | open | open | l51442b-field-measurement-of-liquid-holdup-in-commercial-two-phase-flow-pipelines-b | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51442b-field-measurement-of-liquid-holdup-in-commercial-two-phase-flow-pipelines-b/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/05/1983 | 2564 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objectives of this project were to: 1) Establish the accuracies of four ultrasonic flaw-sizing techniques; and 2) Provide a direction for future work in the transfer of flaw-characterization technique(s) from the laboratory to field use. The four ultrasonic techniques for sizing flaws in pipeline girth welds were evaluated against a set of seventeen girth-weld flaws that included cracks, incomplete fusions, inadequate penetrations, slag inclusions, a gas pocket and a porosity. The correlations were poor for the results obtained by two versions of the decibel-drop technique. The best results were obtained from the supplemented satellite-pulse observation technique. | L51443 Evaluation of Flaw-Depth Measurement Accuracy Using Ultrasonic Inspection Techniques | The objectives of this project were to: 1) Establish the accuracies of four ultrasonic flaw-sizing techniques; and 2) Provide a direction for future work in the transfer of flaw-characterization technique(s) […] | publish | Uncategorized | open | open | l51443-evaluation-of-flaw-depth-measurement-accuracy-using-ultrasonic-inspection-techniques | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51443-evaluation-of-flaw-depth-measurement-accuracy-using-ultrasonic-inspection-techniques/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/10/1983 | 2565 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The problem of stress-corrosion cracking in gas transmission pipelines has been the subject of research sponsored by Pipeline Research Council International, Inc. and supervised by the NG-18 Line Pipe Research Committee. This research effort is directed towards practical solutions that can be applied to new and existing pipelines. However, it is recognized that stress-corrosion cracking is a time dependent process and, in general, it is not yet possible to locate where, or identify when, stress corrosion cracking is occurring. In lieu of this information, the industry has developed procedures to locate and eliminate stress-corrosion cracks or other defects in the pipe, should they occur. Hydrostatic retesting is a destructive pressure test of breaking out those stress-corrosion cracks that could result in a leak or rupture in service and straining other cracks or flaws that survive the retest. Stress-corrosion cracking experiments were carried out in the laboratory to determine the effect of hydrostatic retest pressure on the subsequent growth of cracks that survive the retest. For these experiments, 8-inch diameter pressurized pipe specimens were used with various size notches machined into the pipe to simulate preexisting stress-corrosion cracks. Experiments were conducted with the notches covered by a 4.8 percent sodium carbonate + 7.6 percent sodium bicarbonate environment at 175 F and held at -720 mV (Cu/CuS04) as the pipes were subjected to various cyclic operating pressures from about 50 percent to 85 percent SMYS and to hydrostatic retest pressures of either 90, 100, or 110 percent SMYS held for 24 hours. The effect of hydrostatic retest pressure was assessed from post-test crack-growth rate measurements on the notches in companion experiments, one pipe held at the operating pressure for about 1 month and the other held similarly but with the intervening hydrostatic retest. | L51444 Effects of Hydrostatic Retesting on Stress Corrosion Cracking | The problem of stress-corrosion cracking in gas transmission pipelines has been the subject of research sponsored by Pipeline Research Council International, Inc. and supervised by the NG-18 Line Pipe Research […] | publish | Uncategorized | open | open | l51444-effects-of-hydrostatic-retesting-on-stress-corrosion-cracking | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51444-effects-of-hydrostatic-retesting-on-stress-corrosion-cracking/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 30/03/1984 | 2566 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The ability to conduct a failure investigation depends on the quantity and quality of the evidence collected in the field. If, for example, the samples or evidence containing the origin or origins is not located in the field and taken into the laboratory, it is not possible to determine the probable cause. The need exists for a standardized recommended practice for pipeline failure data gathering. The purpose of this report is to describe the procedures used in conducting the field examination portion of a failure investigation, to provide a basis for the selection of samples, and outline information that may be helpful in determining the cause of a failure. When confronted with a number of feet of broken twisted pipe strewn along a pipeline right-of-way, it can seem like an impossibility to reconstruct what caused a failure. Yet in several hundred investigations that have been conducted by the authors, the causes have been established. The field portion of the investigation has been divided into four steps: (1) Survey the failure site and fracture to define the nature of the fracture, (2) Locate the fracture origin or origins, (3) Estimate the probable cause, and (4) Select appropriate samples for detailed laboratory examination. The procedure described herein is suggested for guidance in conducting the field-examination phase of failure investigations. It may not be necessary for all failures and, in some cases, additional information and steps may have to be implemented depending upon the specific suspected cause. The authors believe the procedure presented will be useful and serve as a building block. | L51445 Investigative Procedures for Examination of Failures in the Field | The ability to conduct a failure investigation depends on the quantity and quality of the evidence collected in the field. If, for example, the samples or evidence containing the origin […] | publish | Uncategorized | open | open | l51445-investigative-procedures-for-examination-of-failures-in-the-field | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51445-investigative-procedures-for-examination-of-failures-in-the-field/ | 0 | 0 | raw | default | 595 | Legacy | |||||||
| 01/06/1983 | 2567 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report covers the results of an initial feasibility study and demonstration of the potential gradient method. Also covered is the second-phase of the project to develop the concept for practical application and exercised the most practical methods of obtaining potential gradient measurements and of processing the measured data. | L51446 Feasibility of Developing New Instrumentation for Obtaining Pipe-to-Soil Potential Measurements | This report covers the results of an initial feasibility study and demonstration of the potential gradient method. Also covered is the second-phase of the project to develop the concept for […] | publish | Uncategorized | open | open | l51446-feasibility-of-developing-new-instrumentation-for-obtaining-pipe-to-soil-potential-measurements | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51446-feasibility-of-developing-new-instrumentation-for-obtaining-pipe-to-soil-potential-measurements/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/01/1981 | 2568 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The research described in this report was aimed at developing a technique for measuring the distribution of bending stress in a buried pipeline from a pig-type of vehicle moving with the gas in the line. An approach based on measuring the small shift in velocity of ultrasonic waves caused by the presence of stress was used. | L51447 Stress Measurement in Buried Gas Pipelines by Ultrasonic Techniques | The research described in this report was aimed at developing a technique for measuring the distribution of bending stress in a buried pipeline from a pig-type of vehicle moving with […] | publish | Uncategorized | open | open | l51447-stress-measurement-in-buried-gas-pipelines-by-ultrasonic-techniques | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51447-stress-measurement-in-buried-gas-pipelines-by-ultrasonic-techniques/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/05/1984 | 2569 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this present research program has been to investigate the factors that control the toughness of low heat input gas metal arc welds deposited using a mechanized process. This research program has studied the fracture behavior of a series of mechanized gas metal arc welds made by the CRC process. A total of five wires were used and a sixth experimental wire included for comparison purposes. The wires were chosen to represent the effect of increasing alloy content. From each weld wet chemical analyses were taken together with oxygen and nitrogen analyses. | L51448 Factors that Control Toughness in Mechanized Gas Metal Arc Pipeline Girth Welds | The objective of this present research program has been to investigate the factors that control the toughness of low heat input gas metal arc welds deposited using a mechanized process. […] | publish | Uncategorized | open | open | l51448-factors-that-control-toughness-in-mechanized-gas-metal-arc-pipeline-girth-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51448-factors-that-control-toughness-in-mechanized-gas-metal-arc-pipeline-girth-welds/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/01/1983 | 2570 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Cranfield Institute of TechnologyReports on the investigation undertaken into the effect of pressure on problems related to weld metal hydrogen levels encountered in SMAW. Emphasis has been placed on examining the influence of welding polarity and ambient humidity on weld metal hydrogen levels and weldment crack susceptibility where special attention has been paid to the first 100 ft. depth increment. Tests were also conducted to examine possibilities of simulating hyperbaric cracking with welds made in air under normal laboratory conditions. | L51449 Hyperbaric Welding Cold Cracking | Cranfield Institute of TechnologyReports on the investigation undertaken into the effect of pressure on problems related to weld metal hydrogen levels encountered in SMAW. Emphasis has been placed on examining […] | publish | Uncategorized | open | open | l51449-hyperbaric-welding-cold-cracking | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51449-hyperbaric-welding-cold-cracking/ | 0 | 0 | raw | default | 50 | Emerging Fuels | |||||||
| 30/03/1984 | 2571 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | For the study, duplicate pairs of pressed-notch DWTT specimens were selected that had exhibited large differences in fracture resistance in the tear tests. Metallurgical evaluations were conducted in an effort to identify correlations between metallurgical characteristics of the specimens and the large differences in fracture resistance observed for a given pipe. The chemical composition, microstructure, inclusion content, extent of midwall segregation, hardness profiles through the pipe-wall thickness, and the appearance of the fracture surfaces were documented, and comparisons were made between the duplicate specimens. The various pairs of DWTT specimens that were evaluated exhibited widely varying metallurgical characteristics among the pipes, particularly the content of secondary (or minor) microstructural constituents. However, significant differences between duplicate DWTT specimens were not observed consistently among the various pairs. Thus, metallurgical factors apparently were not responsible for the differences in fracture resistance measured during testing of the specimens. | L51450 Origins of High-Fracture-Initiation Energy in High-Strength Pipe | For the study, duplicate pairs of pressed-notch DWTT specimens were selected that had exhibited large differences in fracture resistance in the tear tests. Metallurgical evaluations were conducted in an effort […] | publish | Uncategorized | open | open | l51450-origins-of-high-fracture-initiation-energy-in-high-strength-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51450-origins-of-high-fracture-initiation-energy-in-high-strength-pipe/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/04/1983 | 2572 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Laboratory experiments and field studies conducted in the Stress-Corrosion-Cracking Phase of the NG-18 program have demonstrated that there are a number of factors that influence the initiation and growth rate of stress-corrosion cracks in pipeline steels. Chief among these are: (1) the susceptibility of the steel, (2) the stress level and the strain rate, (3) the chemical environment in contact with the steel surface, (4) the electrochemical potential established on the steel surface, and (5) the temperature of the steel/environment system. These five factors are strongly interrelated in rather complex ways. However, it has been recognized that, for stress-corrosion cracks to initiate or grow, each of the five factors must be present concurrently and at appropriate values.As a result of these requirements, modification of any one of the factors is often sufficient to prevent or appreciably retard stress-corrosion cracking. Result: The objectives of this study were to demonstrate the beneficial effect of shot peening and grit blasting; determine the minimum amount of grit blasting needed to increase the stress-corrosion threshold stress to at least80 percent of the specified minimum yield stress (SMYS); and determine practical parameters to control the degree of grit blasting and to determine the effect of oxidation (rusting) after blasting on potential stability in the stress-corrosion cracking range. Laboratory experiments were carried out to investigate the effect of shot peening and grit blasting on the resistance to stress-corrosion cracking of pipe steels. It was demonstrated that both shot peening and grit blasting could increase the resistance to stress-corrosion cracking. However, since grit blasting is a more commonly used method of treating pipe-steel surface than shot peening, the emphasis in this report was placed on grit blasting. | L51451 Shot Peening and Grit Blasting on the Stress-Corrosion Cracking Behavior of Line-Pipe Steel | Laboratory experiments and field studies conducted in the Stress-Corrosion-Cracking Phase of the NG-18 program have demonstrated that there are a number of factors that influence the initiation and growth rate […] | publish | Uncategorized | open | open | l51451-shot-peening-and-grit-blasting-on-the-stress-corrosion-cracking-behavior-of-line-pipe-steel | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51451-shot-peening-and-grit-blasting-on-the-stress-corrosion-cracking-behavior-of-line-pipe-steel/ | 0 | 0 | raw | default | 495 | Corrosion | |||||||
| 08/02/1984 | 2573 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Overall objective of this program is to develop a method of determining the base reference temperature for a buried pipeline. This report presents Phase I of the program which consisted of a literature review and industry survey. | L51455 Base Reference Temperature | Overall objective of this program is to develop a method of determining the base reference temperature for a buried pipeline. This report presents Phase I of the program which consisted […] | publish | Uncategorized | open | open | l51455-base-reference-temperature | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51455-base-reference-temperature/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/10/1981 | 2534 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The stresses that develop across a weld are important since they may lead to weld cracking, may limit additional service stresses that can be applied and may influence the risk of brittle fracture, stress corrosion cracking or other aspects of service behavior. There has been significant progress in determining stresses around welds due to external loads such as lifting. There has, however, been considerable work published (mainly from Japan) on stresses in flat plates due to welding, and the associated theories are reasonably well developed. In particular, the concept of "intensity of restraint" has been introduced to provide some kind of measure of the "stiffness" of a joint before it is welded. This enables the stresses that develop to be related to the type of joint (thickness, size and configuration of plates, etc.). In developing these ideas, it has been necessary to measure experimentally the magnitude of the contractions that occur across welds in unrestrained and restrained welds together with the stresses developed. Much data for flat plate are available but little for pipe welds. This work aims at developing the restraint concepts for girth welds of pipes. The approach has been to measure the weld contractions and reaction stresses in a bench-top experiment using a 12-inch diameter pipe rotated beneath the welding head. A self-restraining system was designed in which shrinkage of the pipe was restrained by a smaller internal pipe attached with end pieces. Since such a system would be in equilibrium, restraining forces could be measured by compression of the central pipe as well as tension in the external pipe. The program was intended to provide basic data on shrinkage and stresses in pipe welding to determine whether any of the models developed for flat plate were applicable. The experiments were designed to show the effects of restraint level and welding parameters. | L51408 A Study of Restraint in Pipeline Girth Welds | The stresses that develop across a weld are important since they may lead to weld cracking, may limit additional service stresses that can be applied and may influence the risk […] | publish | Uncategorized | open | open | l51408-a-study-of-restraint-in-pipeline-girth-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51408-a-study-of-restraint-in-pipeline-girth-welds/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/10/1981 | 2535 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Over the past few years, greater and greater emphasis has been placed on the reliability of transmission pipelines resulting in more frequent engineering critical assessments. One of the areas of high interest in such critical assessments is the behavior of the field girth weld. However, before any fracture assessment can be carried out on the weld, the fracture toughness of the girth weld must be known. The design requirements of a transmission pipeline usually means that an elastic-plastic analysis is appropriate, and hence a test is needed to assess the general yielding fracture behavior of the girth weld. One of the most appropriate is the British Crack Tip Opening Displacement (CTOD) method. The use of the CTOD approach to evaluate weld defect significance has been widely used throughout the world, and these applications have highlighted potential problems with the test. The object of this present program was to study the effect of this test technique and specimen location on the CTOD toughness of pipeline girth welds. This report covers the testing of three manual and one automatic girth weld under a variety of conditions and considers the significance of the various techniques. The experimental program was divided into two distinct phases. The first phase was designed to study experimental techniques, including the effects of constraint, fatigue pre-cracking, specimen design and crack-tip location. The second phase was a systematic study of the weld, concentrating on the effects of specimen location on toughness around the circumference. | L51409 Fracture Toughness of Pipeline Girth Welds | Over the past few years, greater and greater emphasis has been placed on the reliability of transmission pipelines resulting in more frequent engineering critical assessments. One of the areas of […] | publish | Uncategorized | open | open | l51409-fracture-toughness-of-pipeline-girth-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51409-fracture-toughness-of-pipeline-girth-welds/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 30/06/1982 | 2536 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Salt cavern storage of natural gas in many cases offers considerable advantages over conventional reservoir storage due to the characteristic high deliverability of such facilities. Furthermore, salt deposits, suitable for solution mining of gas storage caverns, exist in many areas where conventional reservoir or aquifer storage facilities are nonexistent or economically unfeasible. It is interesting to note, however, that although salt has been studied for many years by geologists and geophysicists, a review of the world literature indicates that the necessary expertise for designing, constructing, and stability monitoring of engineering "structures" constructed in salt is relatively limited. This report includes a comprehensive review of the literature associated with the physical properties of salt and salt cavern design | L51411 Theoretical and Laboratory Studies Relative to the Design of Salt Caverns Natural Gas Storage | Salt cavern storage of natural gas in many cases offers considerable advantages over conventional reservoir storage due to the characteristic high deliverability of such facilities. Furthermore, salt deposits, suitable for […] | publish | Uncategorized | open | open | l51411-theoretical-and-laboratory-studies-relative-to-the-design-of-salt-caverns-natural-gas-storage | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51411-theoretical-and-laboratory-studies-relative-to-the-design-of-salt-caverns-natural-gas-storage/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/06/1982 | 2537 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | An evaluation of acoustic emissions (AE) monitoring was conducted on a 5,450-foot long segment of 26-inch diameter pipe in Dutch John, Utah. Various types of defects were artificially induced in the pipeline to determine if AE monitoring could locate these defects with transducers spaced 500 feet apart. A secondary objective of the study was to develop a standard test method for AE field inspection of gas and liquid pipelines. The results show that AE monitoring can locate severe longitudinal defects at pressures as low as 30% to 50% of the failure pressures (for some types of defects). AE monitoring was not effective for locating circumferential defects subjected to loading from internal pressure. | L51412 Evaluation of AE Analysis Capability for Buried Natural Gas Pipelines | An evaluation of acoustic emissions (AE) monitoring was conducted on a 5,450-foot long segment of 26-inch diameter pipe in Dutch John, Utah. Various types of defects were artificially induced in […] | publish | Uncategorized | open | open | l51412-evaluation-of-ae-analysis-capability-for-buried-natural-gas-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51412-evaluation-of-ae-analysis-capability-for-buried-natural-gas-pipelines/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/10/1981 | 2538 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This project has studied the generation of residual stresses in a stress free bar by a variety of means including mechanical loading and thermal means. The stress distributions generated have been compared to theoretical analyses and found to compare very well. The use of a mechanical loading system can produce a complex stress system up to a maximum of half the yield stress. Non-uniform cooling produces a simpler stress distribution with a maximum tensile stress in the center of the bar up to the yield stress. The work covered the modeling of stress distributions under varying conditions and the evaluation of toughness in the presence of residual stress. | L51413 Study of the Effect of Residual Stress on Fracture Behavior | This project has studied the generation of residual stresses in a stress free bar by a variety of means including mechanical loading and thermal means. The stress distributions generated have […] | publish | Uncategorized | open | open | l51413-study-of-the-effect-of-residual-stress-on-fracture-behavior | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51413-study-of-the-effect-of-residual-stress-on-fracture-behavior/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/02/1982 | 2539 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In every segment of the welding industry there has been a growing trend to replace shielded metal arc welding (SMAW) with semi-mechanized processes such as gas metal arc (GMAW) and flux cored arc welding (FCAW). Flux cored wire welding has potential applications in making pipeline girth welds. The objectives of the program were to obtain data on the toughness and the resistance to hydrogen cracking of three flux cored weld metals using standardized tests enabling comparisons with existing data for shielded metal arc weld metal. The three consumables were selected in discussion with the Welding Supervisory Committee and included two gas shielded wires and one self-shielding system. | L51414 Flux Cored Wire Welding | In every segment of the welding industry there has been a growing trend to replace shielded metal arc welding (SMAW) with semi-mechanized processes such as gas metal arc (GMAW) and […] | publish | Uncategorized | open | open | l51414-flux-cored-wire-welding | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51414-flux-cored-wire-welding/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/11/1981 | 2540 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The vast majority of research on hydrogen induced cracking has been towards heat affected zone cracking. This has resulted in methods for estimating crack sensitivity of steels through carbon equivalent formulae, schemes for predicting safe welding procedures based on hardness or on hydrogen diffusion, and test techniques for assessing HAZ susceptibility (such as the implant test) that have proved useful in the weldability aspect of steel development. The traditional carbon equivalent formula have proven to be inadequate for some of the modern, lower carbon steels and alternate approaches have recently been suggested. This work assesses the carbon equivalent correlations in which HAZ crack susceptibility of a range of pipeline steels was studied. The results showed that traditional carbon equivalent formula did not rate the steel accurately, and that more recent formula emphasizing the role of carbon were more accurate. It was also observed in the tests that cracking often occurred in the weld metal, thus confusing the use of the test as a HAZ test, but indicating that the weld metal cracking may well control the level of preheat required. Indeed, experience indicates that in many practical situations, and particularly with modern low carbon steels, the required preheat, or the total joint crack susceptibility is controlled by weld metal cracking. This study was made to ascertain the factors that influence the susceptibility of high strength, low alloy (HSLA) steels to hydrogen induced cracking. A small-scale high- restraint, cracking test was used to examine the cracking behavior with six different steels and four electrodes. | L51415 Prediction of Weld Crack Susceptibility | The vast majority of research on hydrogen induced cracking has been towards heat affected zone cracking. This has resulted in methods for estimating crack sensitivity of steels through carbon equivalent […] | publish | Uncategorized | open | open | l51415-prediction-of-weld-crack-susceptibility | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51415-prediction-of-weld-crack-susceptibility/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/01/1982 | 2541 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Cranfield Institute of TechnologyResults incorporated in this report show that SMAW may be successfully applied to underwater repair and maintenance tasks. However, process tolerance is tight in view of limitations on acceptable pre-heat levels usable in confined sub-sea habitats. It is therefore suggested that further investigations with SMAW should be conducted to explore ways in which the process can be more safely applied. It is also recommended that suitable forms of very low hydrogen processes are examined with a view to hyperbaric operations. | L51416 Hyperbaric Shielded Metal Arc Welding – Cold Cracking | Cranfield Institute of TechnologyResults incorporated in this report show that SMAW may be successfully applied to underwater repair and maintenance tasks. However, process tolerance is tight in view of limitations […] | publish | Uncategorized | open | open | l51416-hyperbaric-shielded-metal-arc-welding-cold-cracking | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51416-hyperbaric-shielded-metal-arc-welding-cold-cracking/ | 0 | 0 | raw | default | 50 | Emerging Fuels | |||||||
| 01/06/1983 | 2542 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This document contains handouts from a seminar conducted by Science Applications, and sponsored by the Electric Power Research Institute (EPRI) and the Pipeline Research Council International. Inc.(PRCI). The purpose of the seminar was to present the results of a joint EPRI and PRCI project examining the mutual design of gas pipelines and electric power lines. More details on the project are presented in a four volume report titled: "Powerline Induced AC Potential on Natural Gas Pipelines for Complex Right-of-Way Configurations." | L51417 Mutual Design of Natural Gas Pipelines and Electric Power Lines | This document contains handouts from a seminar conducted by Science Applications, and sponsored by the Electric Power Research Institute (EPRI) and the Pipeline Research Council International. Inc.(PRCI). The purpose of […] | publish | Uncategorized | open | open | l51417-mutual-design-of-natural-gas-pipelines-and-electric-power-lines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51417-mutual-design-of-natural-gas-pipelines-and-electric-power-lines/ | 0 | 0 | raw | default | 595 | Legacy | |||||||
| 01/04/1984 | 2543 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The joint use of common corridors for overhead electric power transmission lines and buried natural gas transmission pipelines is increasing. While many benefits accrue from the sharing of corridors, the coupling of electromagnetic energy onto thenatural gas transmission pipelines is an undesired consequence of this joint usage. The steady-state pipeline voltage that can result may require mitigation as a safety measure.Many common corridors include multiple power lines and pipelines with complexities such as bonds or crossovers between the pipelines and terminating pipelines or insulators. This project has resulted in the development of the methodology and techniques for analyzing such complex common corridor coupling problems. Field tests were conducted to verify key aspects of the analysis. Two complementary methods have been developed for solving coupling problems on common corridors: A handbook that provides simplified procedures and graphical aids that can be used to analyze many less complex common corridor concerns and a computer program that provides the means for analyzing a wide range of more complex configurations. | L51418 Power Line-Induced AC Potential on Natural Gas Pipelines for Complex Rights-of-Way Configurations | The joint use of common corridors for overhead electric power transmission lines and buried natural gas transmission pipelines is increasing. While many benefits accrue from the sharing of corridors, the […] | publish | Uncategorized | open | open | l51418-power-line-induced-ac-potential-on-natural-gas-pipelines-for-complex-rights-of-way-configurations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51418-power-line-induced-ac-potential-on-natural-gas-pipelines-for-complex-rights-of-way-configurations/ | 0 | 0 | raw | default | 1.595 | Legacy | |||||||
| 01/01/1983 | 2544 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report is oriented towards providing a tutorial explanation of casing response to applied protection current based on computer-modeled examples. This presentation will allow the reader to obtain an insight into the parameters, which affect casing behavior when a storage field is energized with cathodic protection currents. The principal objectives of this research program were: (1) to develop a method for predicting the down-hole distribution of protection current in a well casing; (2) to identify surface measurements which could be used to assess protection levels on the casing and (3) to identify the principal interference mechanisms in a storage field and develop a means of determining their effects. | L51419 Assessing the Cathodic Protection Levels of Well Casings | This report is oriented towards providing a tutorial explanation of casing response to applied protection current based on computer-modeled examples. This presentation will allow the reader to obtain an insight […] | publish | Uncategorized | open | open | l51419-assessing-the-cathodic-protection-levels-of-well-casings | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51419-assessing-the-cathodic-protection-levels-of-well-casings/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 2545 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The corrosion rate of offshore pipelines when subjected to elevated operating temperatures and various environmental conditions on the cathodic protection requirements in seawater needed to be determined. The objective of this research project was to determine the effect of elevated operating temperatures up to 250F (121C) and various environmental conditions on the cathodic protection (CP) requirements of offshore pipelines in 35 (1.7C) and 60F (16C) seawater. Offshore environments were simulated in laboratory and field tests conducted in order to observe the effect of increasing surface temperature on the -850 mV potential criterion (versus a copper/copper sulfate reference cell) and the current density required to achieve cathodic protection. This study was funded in two programs. The laboratory work in the initial program was done at Lockheed"s Carlsbad, California, facility. The laboratory work in the subsequent project was done in Santa Clara, California. All the field work was done in a seawater lagoon in Carlsbad. | L51420 Elevated Temperatures and Environment on Cathodic Protection for Offshore Pipelines | The corrosion rate of offshore pipelines when subjected to elevated operating temperatures and various environmental conditions on the cathodic protection requirements in seawater needed to be determined. The objective of […] | publish | Uncategorized | open | open | l51420-elevated-temperatures-and-environment-on-cathodic-protection-for-offshore-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51420-elevated-temperatures-and-environment-on-cathodic-protection-for-offshore-pipelines/ | 0 | 0 | raw | default | 795 | Legacy | ||||||||
| 01/05/1982 | 2546 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The fundamental weld metal deposition behavior of the short-circuiting GMAW-S process has been investigated for changes in electrode composition and polarity, shielding gas composition, welding speed and heat input (voltage & current). The results have been applied to analyzing the arc physics and resulting metal deposition characteristics when welding rare earth (RE) treated pipeline steels. | L51422 Welding REM Treated PL Steels with GMAW-S Process | The fundamental weld metal deposition behavior of the short-circuiting GMAW-S process has been investigated for changes in electrode composition and polarity, shielding gas composition, welding speed and heat input (voltage […] | publish | Uncategorized | open | open | l51422-welding-rem-treated-pl-steels-with-gmaw-s-process | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51422-welding-rem-treated-pl-steels-with-gmaw-s-process/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/05/1983 | 2547 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | AÂ performance evaluation of a full-scale selective catalytic reduction process designed for post combustion abatement of nitrogen oxides (NOx) emitted from stationary internal combustion engines was performed. The system was installed on a 1,850 horsepower, gas fueled, Worthington UTC 168, internal combustion engine located at the Tennessee Gas Pipeline Company, East Bernard, Texas natural gas compressor station. The SCR system used vapor phase ammonia as a selective" reducing agent for the nitrogen oxides in the presence of a base metal catalyst. This study was undertaken as part of the PRCI program to evaluate the applicability of commercially available nitrogen oxides flue gas treatment systems for use on internal combustion engines used by the natural gas pipeline industry. This study" | L51424 Flue Gas Treatment Methods – Volume 2 SCR of NOx by Manually Controlled Ammonia Injection | AÂ performance evaluation of a full-scale selective catalytic reduction process designed for post combustion abatement of nitrogen oxides (NOx) emitted from stationary internal combustion engines was performed. The system was installed […] | publish | Uncategorized | open | open | l51424-flue-gas-treatment-methods-volume-2-scr-of-nox-by-manually-controlled-ammonia-injection | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51424-flue-gas-treatment-methods-volume-2-scr-of-nox-by-manually-controlled-ammonia-injection/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 12/02/1982 | 2548 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Since 1965, when stress-corrosion cracking was first generally recognized as a possible cause of failure in buried pipelines, the Pipeline Research Committee of the Pipeline Research Council International sponsored a research program at Battelle's Columbus Laboratories to determine the causes of the cracking and to develop methods to prevent stress-corrosion cracking in the future. The causes are now fairly well understood, and much has been learned about possible preventive measures, but practical, well-accepted solutions to the problem have not yet been developed to the point where specific recommendations can be made. The problem is especially difficult for existing pipelines, for which there are considerably fewer options than for future pipelines. In order to determine which of the possible benefits could be realized and how serious the possible problems would be, a research task was started at Battelle as part of the Stress-Corrosion-Cracking Phase of the NG-18 Program. The task on interrupted cathodic protection was divided into the following subtasks to answer specific questions about the feasibility of using interrupted cathodic protection to prevent or retard stress-corrosion cracking: Effect of interrupted currents on potentials under defective coatings " Direct effect of potential cycles on stress corrosion cracking"" Effect of interrupted cathodic protection on the environment at the cathode"" Possibility of pitting and general corrosion during the off-portion of a cycle"" Field studies conducted by Henkels and McCoy to develop a device for interrupting the current and to evaluate the corrosion behavior of steel subjected to interrupted cathodic protection in the field"" Basic studies at the University of Newcastle upon Tyne to develop fundamental information to improve the understanding of the electrochemical phenomena associated with interrupted cathodic protection." | L51425 Interrupted Cathodic Protection as it Relates to SCC and Corrosion of Buried Pipelines.pdf | Since 1965, when stress-corrosion cracking was first generally recognized as a possible cause of failure in buried pipelines, the Pipeline Research Committee of the Pipeline Research Council International sponsored a […] | publish | Uncategorized | open | open | l51425-interrupted-cathodic-protection-as-it-relates-to-scc-and-corrosion-of-buried-pipelines-pdf | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51425-interrupted-cathodic-protection-as-it-relates-to-scc-and-corrosion-of-buried-pipelines-pdf/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 03/03/1982 | 2549 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Studies to develop methods for preventing stress-corrosion cracking have been concentrated in three general areas: (1) modifying the steel from which pipes are made, (2) modifying the operating practices involving stress, temperature and cathodic protection, and (3) modifying the environment. In the latter category, the main approach has been the use of inhibitors to modify the environment known to promote stress-corrosion cracking. In early experiments in the laboratory, a number of chemicals were identified as being good inhibitors of stress-corrosion cracking for line-pipe steel under conditions that were thought to exist at a pipeline. Very good protection was obtained, for example, in solutions containing certain chromates, phosphates or silicates as inhibitors. However, in studies to simulate soil conditions, addition of soluble phosphate to the soil above a buried pipeline was shown to be ineffective because of several factors, including the slow migration of the phosphate ions through the soil to the pipe surfaces and precipitation as calcium phosphate through reaction with the calcium ions present in the soil. This report summarizes the results of field studies, supporting laboratory experiments and the modeling of inhibitor loss through leaching. The field exposure of coated pipe samples lasted '2 years and provides significant data for the evaluation of the inhibited primer-plus-coating concept for controlling stress-corrosion cracking under simulated practical conditions. As a tool for evaluating the field data, in a parallel effort, mathematical models were developed for the calculation of the movement of ions influenced by diffusion and cathodic protection at and near a pipe surface. These models also were used to estimate the useful life of inhibitors in coatings under several practical scenarios. | L51426 Studies to Evaluate Inhibitor-Containing Primers for Controlling Stress-Corrosion Cracking | Studies to develop methods for preventing stress-corrosion cracking have been concentrated in three general areas: (1) modifying the steel from which pipes are made, (2) modifying the operating practices involving […] | publish | Uncategorized | open | open | l51426-studies-to-evaluate-inhibitor-containing-primers-for-controlling-stress-corrosion-cracking | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51426-studies-to-evaluate-inhibitor-containing-primers-for-controlling-stress-corrosion-cracking/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 18/06/1992 | 2550 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this research project was to determine the fatigue characteristics of the weld zone of electric resistance welded (ERW) pipe. The project involved: (1) characterizing pipe samples in terms of initial defects, tensile and yield strength, chemistry, and fracture toughness, (2) evaluating the fatigue crack growth of base metal and the weld zone in air and a 3.5 wt% NaCl solution, and (3) evaluating the fatigue crack growth of machined defects in the weld zone of ERW pipe subjected to cyclic pressure loading. This study found that the weld zone and base metal exhibit the same fatigue crack growth rates, the weld zone is not more susceptible to corrosion fatigue damage, and the greatest variability in ERW pipe fatigue behavior lies in the initial defect distribution. | L51427 ERW Weld Zone Characteristics | The objective of this research project was to determine the fatigue characteristics of the weld zone of electric resistance welded (ERW) pipe. The project involved: (1) characterizing pipe samples in […] | publish | Uncategorized | open | open | l51427-erw-weld-zone-characteristics | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51427-erw-weld-zone-characteristics/ | 0 | 0 | raw | default | 2.495 | Legacy | |||||||
| 01/08/1982 | 2551 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Discusses development of thermodynamic models of gas turbines applicable to gas pipeline operations and their use in the prediction of engine health from field measurements, assessment of operating efficiency, and diagnosis of engine deterioration. Four engine types are considered: two-shaft, simple cycle; two-shaft, regenerative cycle; three-shaft, simple cycle; and single-shaft, simple cycle. The engine health monitoring software developed, available separately, is also described. (L51429) | L51428 Development of Thermodynamic Analysis of Gas Turbines for Pipeline Applications Summary Report | Discusses development of thermodynamic models of gas turbines applicable to gas pipeline operations and their use in the prediction of engine health from field measurements, assessment of operating efficiency, and […] | publish | Uncategorized | open | open | l51428-development-of-thermodynamic-analysis-of-gas-turbines-for-pipeline-applications-summary-report | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51428-development-of-thermodynamic-analysis-of-gas-turbines-for-pipeline-applications-summary-report/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/08/1981 | 2552 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Gas Turbine and Centrifugal Compressor Engine Health Monitoring Computer Program Supporting software package to Development of Thermodynamic Models of Gas Turbines for Pipelines-Summary Report. Consists of engine health monitoring program stored on magnetic tape. Coded in ANSI Standard 1966 Fortran with some codes (to drive the lineprinter and video terminal when graphics are being produced) specific to the project computer system (DEC RT-11). Tape contains 21 files | L51429 Thermodynamic Models of Gas Turbines and Centrifugal Compressors | Gas Turbine and Centrifugal Compressor Engine Health Monitoring Computer Program Supporting software package to Development of Thermodynamic Models of Gas Turbines for Pipelines-Summary Report. Consists of engine health monitoring program […] | publish | Uncategorized | open | open | l51429-thermodynamic-models-of-gas-turbines-and-centrifugal-compressors | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51429-thermodynamic-models-of-gas-turbines-and-centrifugal-compressors/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/08/1982 | 2553 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This document reports on Phase III of the PR-154-128 contract (see also Catalog Numbers L51428 and L51429). Phase III is a computer programming design effort to incorporate the knowledge gained in the previous phases into programs to be used as diagnostic tools by pipeline companies. This manual contains a description of the development of computer program design for a gas turbine engine health monitoring system and instructions for its use in terms of general functions and specific applications. | L51430 Thermodynamic Models of Gas Turbine and Centrifugal Compressor Phase III EHM Software Development | This document reports on Phase III of the PR-154-128 contract (see also Catalog Numbers L51428 and L51429). Phase III is a computer programming design effort to incorporate the knowledge gained […] | publish | Uncategorized | open | open | l51430-thermodynamic-models-of-gas-turbine-and-centrifugal-compressor-phase-iii-ehm-software-development | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51430-thermodynamic-models-of-gas-turbine-and-centrifugal-compressor-phase-iii-ehm-software-development/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/08/1977 | 2514 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In the search for new sources of fossil fuels, the offshore gas and oil fields continue to be among the most promising areas. Corrosion protection for offshore pipelines is provided by a combination of coatings and cathodic protection. While this combination is similar to that for buried onshore pipelines, several characteristics of offshore environments favor effectiveness and lessen degradation of corrosion protection compared to onshore service. Coatings are not exposed to alternate wet/dry conditions or soil stresses. Effective cathodic protection is favored by both the relatively low resistance of seawater and marine soils and the uniformity of environment. The former enhances the range of influence of a protective anode, and the latter enhances desirable current distribution. These favorable characteristics are opposed by the generally more corrosive nature of marine environments and presence of concrete coatings for buoyancy control. The objective of this study was to determine techniques to evaluate the cathodic protection status of existing and future offshore pipelines; to make a preliminary analysis of the probable success of each technique; and to recommend a program to develop and demonstrate feasibility of one or more of the techniques. The program was to survey existing information with emphasis on personal contact with those pipeline companies and cathodic protection companies engaged in the protection of offshore pipelines. | L51178 Cathodic Protection Monitoring for Offshore Pipelines | In the search for new sources of fossil fuels, the offshore gas and oil fields continue to be among the most promising areas. Corrosion protection for offshore pipelines is provided […] | publish | Uncategorized | open | open | l51178-cathodic-protection-monitoring-for-offshore-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51178-cathodic-protection-monitoring-for-offshore-pipelines/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/09/1978 | 2515 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This project was a joint effort by the Pipeline Research Committee of the PRCI and EPRI to develop analytical techniques for determining the induced potential on pipelines that parallel electric transmission lines. This is an area of interest to both electrical system and pipeline operators. The purpose of this project was to develop analytical methods for the prediction and mitigation of voltages induced on natural gas pipelines by nearby AC transmission lines. Analyses of AC corrosion effects, personnel safety, and pipeline component reliability were performed. The study consisted of the following steps: - Consolidate known data concerning mutual effects arising from power lines and pipelines sharing a common right-of-way; - Develop a unified and systematic method for predicting electromagnetically induced voltages and currents on pipelines; and - Investigate mitigation techniques to minimize interference effects upon pipeline and component reliability and personnel safety. New techniques for interference prediction and mitigation were developed. Volume 1 details the engineering analysis and Volume 2 presents prediction and mitigation procedures. | L51278 Mutual Design Considerations for Overhead AC Transmission Lines and Gas Transmission Pipelines | This project was a joint effort by the Pipeline Research Committee of the PRCI and EPRI to develop analytical techniques for determining the induced potential on pipelines that parallel electric […] | publish | Uncategorized | open | open | l51278-mutual-design-considerations-for-overhead-ac-transmission-lines-and-gas-transmission-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51278-mutual-design-considerations-for-overhead-ac-transmission-lines-and-gas-transmission-pipelines/ | 0 | 0 | raw | default | 595 | Legacy | |||||||
| 01/07/1978 | 2516 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report describes a blasting research program conducted to develop simple procedures for predicting the maximum stresses in steel pipelines induced by nearby, buried, explosive detonations. Empirical analyses and test data were used to derive equations for estimating maximum ground displacement and particle velocity. Functional relationships were derived for the maximum pipe strains and stresses. Experimental data were then used to develop equations for estimating maximum pipe stresses induced by point and parallel line explosive sources. The applicability of the prediction equations was extended to include pipe stresses from more complex geometries. As part of this research program, model and full-scale experiments were conducted on point, line, and grid explosive sources located at various positions near buried pipe. The results of these experiments were used to develop empirical equations for the maximum circumferential and longitudinal elastic stresses caused by point and parallel line explosive sources, and to develop mathematical models for ground motion and pipe response. Stresses from more complicated geometries, such as line and grid sources at an angle to the pipe, are calculated by simplification into equivalent point and parallel line sources. Methods are also presented for: calculating stresses on a pipe near a free surface, determining the effects of a trench between the pipe and explosive source, and calculating stresses in two-media environments (such as rock masses adjacent to the buried pipeline). | L51378 Analysis and Testing of Pipe Response to Buried Explosive Detonations (New) | This report describes a blasting research program conducted to develop simple procedures for predicting the maximum stresses in steel pipelines induced by nearby, buried, explosive detonations. Empirical analyses and test […] | publish | Uncategorized | open | open | l51378-analysis-and-testing-of-pipe-response-to-buried-explosive-detonations-new | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51378-analysis-and-testing-of-pipe-response-to-buried-explosive-detonations-new/ | 0 | 0 | raw | default | 495 | Design, Materials & Construction | |||||||
| 01/06/1978 | 2517 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The Environmental Protection Agency (EPA), under the authority of the Safe Drinking Water Act of 1974, has responsibility for setting standards for safe drinking water. This and other recently enacted or amended public laws gives EPA broad regulatory responsibility for insuring the quality of both surface and groundwater supplies. Under these various laws each major industry will be evaluated for their potential impact on water quality and for any resultant effects on human health or the environment. The report summarizes the results of a research project conducted by Midwest Research Institute (MRI) for the Pipeline Research Committee of the Pipeline Research Council International (PRCI) in support of the Association's activity in the water quality area. This study involved the review of available information on the health effects of the natural constituents and odorant additives of natural gas. Effort was also directed toward the compilation of available information on the levels of natural gas in groundwater supplies. | L51379 Impacts of the Natural Gas Industry on Drinking Water Quality and Human Health | The Environmental Protection Agency (EPA), under the authority of the Safe Drinking Water Act of 1974, has responsibility for setting standards for safe drinking water. This and other recently enacted […] | publish | Uncategorized | open | open | l51379-impacts-of-the-natural-gas-industry-on-drinking-water-quality-and-human-health | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51379-impacts-of-the-natural-gas-industry-on-drinking-water-quality-and-human-health/ | 0 | 0 | raw | default | 500 | Legacy | |||||||
| 01/02/1979 | 2518 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | It is well known that when gas accumulates in a partially water saturated porous reservoirs, either by natural entrapment or by artificial injection, a significant fraction of that gas cannot subsequently be recovered. The actual quantity of non-recoverable gas depends on many factors, some relating to the reservoir itself and others relating to operational conditions or necessities. The gas storage industry has long recognized the distinction between base gas and working gas, the former being the volume of gas intentionally left in the reservoir to provide energy and space to accommodate the latter which is the gas normally available for distribution. The distinction between base gas and working gas is always somewhat arbitrary. By definition, base gas is non-recoverable gas under "normal" operating conditions, but in practice base gas is occasionally withdrawn during periods of peak demand. Clearly, base gas is non-recoverable only within certain, sometimes arbitrary, operational limits. This research program has included an exhaustive investigation of the theoretical considerations relating to the entrapment of non-recoverable gas, the practice of storage operators and various laboratories in determining non-recoverable gas saturation and in making various measurements upon which these determinations may be based, and extensive experimentation on both core samples obtained from a variety of storage reservoirs and upon sand pack models simulating some of the features observed in the core studies. | L51381 Non-Recoverable Gas in Underground Storage | It is well known that when gas accumulates in a partially water saturated porous reservoirs, either by natural entrapment or by artificial injection, a significant fraction of that gas cannot […] | publish | Uncategorized | open | open | l51381-non-recoverable-gas-in-underground-storage | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51381-non-recoverable-gas-in-underground-storage/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 31/07/1979 | 2519 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Cased carrier pipes at railroad and highway crossings exist under a multitude of physical and environmental operating conditions, which individually or collectively influence the ability to achieve cathodic protection on the carrier pipe. For a given cased carrier system, operating parameters are subject to change both by design and from naturally occurring circumstances. A change in one parameter can and many times does change other parameters due to interactions among the significant factors. Throughout the history of the pipeline industry, pipeline owners have designed new cased carrier systems and altered, or opted not to alter, existing systems based primarily on their own experiences. Thus, for a given set of conditions, different owners have used different designs. This situation is most easily illustrated by the lack of consensus as to whether or not the casing should be electrically shorted to the carrier under any or all sets of conditions. These considerations prompted PRCI to initiate a study to determine the effectiveness of cathodic protection on simulated buried cased steel pipelines by systematic laboratory procedures and to incorporate the results into a form readily usable in the field. The objective of the program as originally conceived was: (a) Phase I, Determination of the effectiveness of cathodic protection on simulated buried cased steel pipelines by systematic laboratory experiments; (b) Phase II, Correlation of the laboratory data by computer modeling. Phase I was conducted as originally planned and amended to incorporate computerized analysis of the data. Because of the results of that analysis, the scope of Phase II was changed to the characterization and/or detection of carrier-to-casing electrical resistances. | L51382 A Study of Cathodic Protection of Buried Steel Pipeline Within a Steel Casing | Cased carrier pipes at railroad and highway crossings exist under a multitude of physical and environmental operating conditions, which individually or collectively influence the ability to achieve cathodic protection on […] | publish | Uncategorized | open | open | l51382-a-study-of-cathodic-protection-of-buried-steel-pipeline-within-a-steel-casing | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51382-a-study-of-cathodic-protection-of-buried-steel-pipeline-within-a-steel-casing/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/06/1979 | 2520 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | During the last few years, considerable attention has been given to the defect tolerance of girth welds in line pipes.The most notable application of a defect tolerance analysis involved the Alyeska Pipeline Company girth welds. The Alyeska work provided an expansion of the API 1104 workmanship acceptance limits through the use of fracture mechanics analyses, but the safety factors were believed to be overly conservative. The NBS-DOT efforts showed that the Alyeska analysis was conservative, but noted that the degree of conservatism was unknown since a proven analysis or applicable experimental data did not exist. The objective of this study is to investigate the inherent safety factor in the proposed API optional approach for allowable girth weld discontinuities. This was to be accomplished by conducting full-scale experiments on pipes containing intentionally flawed girth welds to evaluate the safety factor on flaw size at a toughness level corresponding to those cited in the proposed API criteria. Three experiments were performed on intentionally flawed girth welds in 30-inchdiameter by 0.625-inch thick X60 pipe were conducted by bending the unpressurized pipe. The defects were surface flaws extending from the inside of the pipe and were located in the center of the weld metal. The test welds were made using a manual metal arc technique with Phoenix Cel 90 electrodes. This weld metal was used to insure the weld yield strength overmatched the yield strength of the base metal. | L51385 Evaluation of the Inherent Safety Factors in the Tentative API Girth Weld Defect Tolerance Approach | During the last few years, considerable attention has been given to the defect tolerance of girth welds in line pipes.The most notable application of a defect tolerance analysis involved the […] | publish | Uncategorized | open | open | l51385-evaluation-of-the-inherent-safety-factors-in-the-tentative-api-girth-weld-defect-tolerance-approach | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51385-evaluation-of-the-inherent-safety-factors-in-the-tentative-api-girth-weld-defect-tolerance-approach/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 01/03/1980 | 2521 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Pipelines frequently develop an induced magnetic field caused by any one of the following: pipeline inspection methods; induced electrical currents in the pipe; adjacent pipelines; terrestrial currents; and/or the interaction with geomagnetic fields. The induced magnetic field can become intense enough to interfere with pipeline repair procedures that involve arc welding. This report provides some background on the origins of magnetic fields in pipelines, and presents a technique for demagnetizing the area immediately surrounding any surfaces to be welded. A step-by-step procedure is given for reducing the residual magnetic field to a practical level low enough for welding purposes. | L51389 The Removal of Detrimental Magnetic Fields at Pipeline Tie-Ins | Pipelines frequently develop an induced magnetic field caused by any one of the following: pipeline inspection methods; induced electrical currents in the pipe; adjacent pipelines; terrestrial currents; and/or the interaction […] | publish | Uncategorized | open | open | l51389-the-removal-of-detrimental-magnetic-fields-at-pipeline-tie-ins | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51389-the-removal-of-detrimental-magnetic-fields-at-pipeline-tie-ins/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 19/05/1980 | 2522 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The purpose of this research project was to develop measurement techniques that would allow true pipe-to-soil potential of a buried pipeline to be determined. Several measurement techniques were developed and evaluated in the field. This report details those field evaluations. The main objective of this research was to develop a method or methods for eliminating the IR component of the measured pipe-to-soil potential. A minor objective was to investigate the feasibility of using coupons or other appropriate means for measurement techniques requiring a knowledge of current density. These techniques were developed as a compliment, not a replacement, to present methods of measuring the pipe-to-soil potential. | L51394 Investigative Techniques to Determine the True Pipe-to-Soil Potential of a Buried Pipeline | The purpose of this research project was to develop measurement techniques that would allow true pipe-to-soil potential of a buried pipeline to be determined. Several measurement techniques were developed and […] | publish | Uncategorized | open | open | l51394-investigative-techniques-to-determine-the-true-pipe-to-soil-potential-of-a-buried-pipeline | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51394-investigative-techniques-to-determine-the-true-pipe-to-soil-potential-of-a-buried-pipeline/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/01/1981 | 2523 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The main objectives of the overall program have been the development of techniques for evaluating optimum pressures for underground storage reservoirs and for evaluating their mechanical stability under such operating conditions. Based on the encouraging results of the preliminary micro seismic studies, it was decided to undertake a detailed state-of-the-art evaluation of a selected gas storage reservoir in order to further perfect experimental procedures and to develop additional documentation. | L51396 Microseismic of a Gas Storage Reservoir – Volume 1 | The main objectives of the overall program have been the development of techniques for evaluating optimum pressures for underground storage reservoirs and for evaluating their mechanical stability under such operating […] | publish | Uncategorized | open | open | l51396-microseismic-of-a-gas-storage-reservoir-volume-1 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51396-microseismic-of-a-gas-storage-reservoir-volume-1/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/01/1981 | 2524 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Underground gas storage involves the storage of natural gas within the pore structure of a large volume of suitably porous rock, termed the "reservoir rock," located at some depth below the surface. Strata of relatively low porosity and permeability, termed the cap rock, normally directly overlie the reservoir rock itself. In practice, natural gas is injected under pressure from the surface down a cased borehole into the reservoir rock. Due to the permeable nature of this rock, the gas eventually fills the available pore volume, but is prevented from leaving due to the impermeable nature of the cap rock. As a result, stresses develop within the reservoir rock, and these are transmitted to the cap rock and hence to the surrounding strata. From a rock mechanics point of view, it is these stresses and their effect on the reservoir structure as a whole, which determine the structural stability of the reservoir and the maximum level to which it may be pressurized. In order to more realistically evaluate the optimum pressure for a new or existing reservoir facility, an objective means for field evaluation of reservoir stability is required. Since field techniques were not available for the measurement of storage reservoir response directly in terms of such basic mechanics parameters as stress, strain or deformation, an indirect method involving the measurement of microseismic activity was utilized in the New Haven studies. Such microseismic techniques are based on the physical fact that many materials, including rocks, generate transient vibrations (microseismic activity) in the audible and sub-audible range when stressed and/or deformed. This research represents Phase III of a study involving the rock mechanics aspects of optimization of gas storage pressures in reservoirs and involved the detailed microseismic study of an underground gas storage reservoir. The main objectives of the overall program have been the development of techniques for evaluating optimum pressures for underground gas storage reservoirs and the evaluation of the mechanical stability of such reservoirs under operating conditions. Due to the detailed nature of the study, the associated monograph has been prepared as a two-volume set. The primary purpose of Volume 1 was to provide a detailed discussion of the microseismic technique and its application during studies at the New Haven site. The present volume (Volume II) deals almost exclusively with the acquisition and detailed processing of microseismic data from the New Haven site, and the analysis of this data in terms of various reservoir parameters. The two volumes, although complementary, were prepared to be utilized independently if desired. | L51397 Microseismic of a Gas Storage Reservoir – Volume 2 | Underground gas storage involves the storage of natural gas within the pore structure of a large volume of suitably porous rock, termed the “reservoir rock,” located at some depth below […] | publish | Uncategorized | open | open | l51397-microseismic-of-a-gas-storage-reservoir-volume-2 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51397-microseismic-of-a-gas-storage-reservoir-volume-2/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/11/1980 | 2525 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The observance in service or during hydrostatic testing of an occasional pressure reversal has raised a question as to what causes these reversals and what is their magnitude. A pressure reversal occurs when a defect survives a given pressure level only to fail at a lower pressure level upon subsequent pressurization from 0 pressure. The objective of this study is to investigate the causes of pressure reversals and their magnitude. In addition, the probability of the occurrence of a pressure reversal was investigated along with the identification of the factors in hydrostatic testing that tend to eliminate or reduce the occurrence of pressure reversals.The causes and magnitudes of pressure reversals were studied in this investigation using a number of full-scale experiments on line pipe. The experiments involved artificially induced defects that were purposely subjected to several cycles of near failure load and various hold times. Also, the pressure testing experience on numerous pipelines and the documented associated pressure reversals have been factored into this investigation. The major factors defined as contributing to pressure reversals in line pipe of normal toughness are the subcritical (stable) crack growth during prior loading, the proximity of the defect to failure, and compressive yielding at the flaw tip during unloading. The maximumpressure reversal observed in normal toughness line pipe in the experiments was a 25.2 percent reduction from the previous pressure level as a leak. The maximum recorded service pressure reversal of 62 percent was for a rupture that occurred during testing of old low toughness line pipe. | L51398 Causes of Failures of Defects that have Survived a Prior Hydrostatic Test | The observance in service or during hydrostatic testing of an occasional pressure reversal has raised a question as to what causes these reversals and what is their magnitude. A pressure […] | publish | Uncategorized | open | open | l51398-causes-of-failures-of-defects-that-have-survived-a-prior-hydrostatic-test | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51398-causes-of-failures-of-defects-that-have-survived-a-prior-hydrostatic-test/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/11/1980 | 2526 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Nondestructive testing measurements of the depth of internal undercut in pipeline girth welds. The incidence of internal undercut results in severe economic penalties during the construction and operation of pipelines. There are three phases of the effort documented in this zip file. | L51400 Detection of Internal Undercut in Pipeline Girth Welds | Nondestructive testing measurements of the depth of internal undercut in pipeline girth welds. The incidence of internal undercut results in severe economic penalties during the construction and operation of pipelines. […] | publish | Uncategorized | open | open | l51400-detection-of-internal-undercut-in-pipeline-girth-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51400-detection-of-internal-undercut-in-pipeline-girth-welds/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/01/1980 | 2527 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | It is common knowledge that the welding arc is affected by the surrounding atmosphere (gas and pressure) and it was believed, prior to starting the present work, that metallurgical problems could also occur under hyperbaric conditions. These were mainly associated with the belief that some atmospheres could increase the heat extraction and consequently the cooling rates of the weld metal and heat affected zone (HAZ). Other potential problems were alteration of the bead shape and slag cover, due to a change in the balance of surface tensions, variation in the chemistry of the weld metal and variation in the weld metal hydrogen content. A research program was undertaken by the Materials Department, (Underwater Welding Group) of the Cranfield Institute of Technology to assess the performance of different makes of shielded metal arc welding electrodes under hyperbaric conditions and to identify potential metallurgical problems associated with welding in different gases at high pressure. All welds were carried out in unmanned hyperbaric chambers which were adapted and developed from pre-existing equipment in order to satisfy the needs of the present project. The most important feature was the use of remotely controlled welding torches which had the capability of simulating closely the movements of direct manipulation by a welder and, in these circumstances, the results can be directly extrapolated to a real situation. The workplace was bolted to a table which could be moved longitudinally by a motor, allowing an accurately controlled welding speed. Other features of the hyperbaric chambers included a powered wire brush for deslagging and atmosphere filtration equipment required to maintain good visibility inside the chamber, systems for providing and monitoring pre and post welding heat treatment and for controlling and monitoring humidity. This report is intended to present the results of the tests carried out during the final stages of the project and to give an overall view of the work. | L51401 Hyperbaric Shielded Metal Arc Welding | It is common knowledge that the welding arc is affected by the surrounding atmosphere (gas and pressure) and it was believed, prior to starting the present work, that metallurgical problems […] | publish | Uncategorized | open | open | l51401-hyperbaric-shielded-metal-arc-welding | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51401-hyperbaric-shielded-metal-arc-welding/ | 0 | 0 | raw | default | 449 | Legacy | |||||||
| 01/12/1980 | 2528 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A model has been established (based on the present results and on previous published data) to predict the effect of preheat, hydrogen and chemical composition on cracking in welds. This has been based on cracking occurring if the average hydrogen concentration remaining in the weld exceeds a critical value depending on the composition. Hence, the model is based on the diffusion of hydrogen. The response of the heat-affected zones of micro-alloy and low-alloy line pipe steels to changes in cooling rate can be represented by a hardening curve. The slope of the hardening curve is of fundamental importance in considering possible welding procedures to avoid cracking. The maximum hardness obtained in the HAZ from very fast cooling rates can best be indexed in terms of the steels carbon content. The critical cooling rate to produce a given hardness has been shown to relate to a carbon equivalent formula. This study has investigated the effect of composition of a series of line-pipe steels on their cracking tendency using small-scale, self-restrained tests and their correlation with the C.E. formulae. The pipeline steels studied included conventional C-Mn, quenched-and-tempered, pearlite-reduced and MnMoNb types. The work was carried out in three phases. Phase I was an assessment of the hardening characteristics of the HAZ and its relationship to C.E. Phase 2 was a study of Y-groove restrained tests using high and low hydrogen processes, changing preheat and varying input levels. Phase 3 was a limited study of the effect of full-section weldments on HAZ properties. | L51402 Composition Characterization of Hydrogen Cracking in Line Pipe Materials | A model has been established (based on the present results and on previous published data) to predict the effect of preheat, hydrogen and chemical composition on cracking in welds. This […] | publish | Uncategorized | open | open | l51402-composition-characterization-of-hydrogen-cracking-in-line-pipe-materials | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51402-composition-characterization-of-hydrogen-cracking-in-line-pipe-materials/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/01/1981 | 2529 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report traces the historic application of shielding to the ignition system high tension components on stationary reciprocating engines and presents the operating experience data available as a basis for comparing shielded and conventional (open) ignition systems. The early and predominately unsuccessful experience of operating companies going back to twenty or more years ago are described as are the more recent experiences with newer systems. Several attempts were made to trace the development of regulations which mandate shielded ignition systems and to document the need for such regulations. No such references were found in the published material examined. | L51404 Evaluation of Shielded Ignition Systems for Gas-fired Stationary Engines | This report traces the historic application of shielding to the ignition system high tension components on stationary reciprocating engines and presents the operating experience data available as a basis for […] | publish | Uncategorized | open | open | l51404-evaluation-of-shielded-ignition-systems-for-gas-fired-stationary-engines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51404-evaluation-of-shielded-ignition-systems-for-gas-fired-stationary-engines/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 26/10/1981 | 2530 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report contains handout material for the Seminar on Blasting Effects on Pipelines presented by the Pipeline Research Committee at San Antonio, Texas, October 26-28, 1981. Topics covered include: experiments and ground motion equations, pipe stresses, safety factors, sensitivity analyses of stress equations, example problems, computer simulations, and discussions of other blasting studies (pipeline near a free surface, effects of trenches, and two-media test results and analysis). | L51405 Seminar – Blasting Effects on Pipelines | This report contains handout material for the Seminar on Blasting Effects on Pipelines presented by the Pipeline Research Committee at San Antonio, Texas, October 26-28, 1981. Topics covered include: experiments […] | publish | Uncategorized | open | open | l51405-seminar-blasting-effects-on-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51405-seminar-blasting-effects-on-pipelines/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/08/1981 | 2531 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Occasionally buried explosives are used within proximity of "in-service" pipelines which increases the stresses in the localized section of pipeline near the explosion which may result in pipeline failures. A procedure was needed for predicting the maximum stresses in steel pipelines induced by nearby, buried, explosive detonations. An extensive experimental and analytical program were funded and performed by the Southwest Research Institute over a six (6) year period 1975-1981. The program was divided into two (2) parts: In the first part, similitude theory, empirical analyses and test data were used to derive equations for estimating maximum ground displacement and particle velocity. The ground motions provided the forcing function imparted to a buried pipeline. In the second part, similitude theory, conservation of mass and momentum, and approximate energy methods were used to derive functional relationships for the maximum pipe strains and stresses. Experimental data from more than sixty (60) field tests ere used to develop equations for estimating maximum pipe stresses induced by point and parallel line explosive sources buried in homogeneous soil media. The pipe stress and ground motion data from these experiments were used to develop an equation for computing an effective standoff distance so that the point source soil equations could be used to approximate the pipe response. The large amount of data used and the wide range of these data make the solutions applicable to most blasting situations near pipelines. This report provides comprehensive and detailed information for pipeline operators to predict the effect of buried explosives and thus the safety of a pipeline section while in-service through proper assessment of stresses and guidelines for the appropriate selection of explosive charges, techniques and methods. This will avoid unexpected operational costs, provide guidance for "operator qualification" for pipeline blasting of in-service pipelines and minimize liabilities to the operator. | L51406 Pipeline Response to Buried Explosive Detonations | Occasionally buried explosives are used within proximity of “in-service” pipelines which increases the stresses in the localized section of pipeline near the explosion which may result in pipeline failures. A […] | publish | Uncategorized | open | open | l51406-pipeline-response-to-buried-explosive-detonations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51406-pipeline-response-to-buried-explosive-detonations/ | 0 | 0 | raw | default | 1.195 | Design, Materials & Construction | |||||||
| 01/01/1980 | 2532 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This item consists of two nomographs plotting pipe thickness, modulus of elasticity, equivalent charge weight, standoff distance, and circumferential or longitudinal stress. The two graphs cover different ranges of equivalent charge density and standoff distance. The equivalent energy release for several different types of explosives are provided. | L51407A Pipeline Nomograph for Point Sources A | This item consists of two nomographs plotting pipe thickness, modulus of elasticity, equivalent charge weight, standoff distance, and circumferential or longitudinal stress. The two graphs cover different ranges of equivalent […] | publish | Uncategorized | open | open | l51407a-pipeline-nomograph-for-point-sources-a | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51407a-pipeline-nomograph-for-point-sources-a/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/01/1980 | 2533 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This item consists of two nomographs plotting pipe thickness, modulus of elasticity, equivalent charge weight, standoff distance, and circumferential or longitudinal stress. The two graphs cover different ranges of equivalent charge density and standoff distance. The equivalent energy release for several different types of explosives are provided. | L51407b Pipeline Nomograph for Point Sources B | This item consists of two nomographs plotting pipe thickness, modulus of elasticity, equivalent charge weight, standoff distance, and circumferential or longitudinal stress. The two graphs cover different ranges of equivalent […] | publish | Uncategorized | open | open | l51407b-pipeline-nomograph-for-point-sources-b | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l51407b-pipeline-nomograph-for-point-sources-b/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 18/11/1974 | 2494 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The Fifth Symposium on Line Pipe Research was held in Houston, Texas, November 20 to 22, 1974. The proceedings present articles on the latest technological developments resulting from PRCI sponsored research. Some of the topics discussed are as folows:-Analysis of OPS Data-Field Failure Investigations-Metallurgical Origins of Fracture Toughness-Theoretical Model of Propagating Fracture-Fracture Initiation, Propagation, and Arrest-Role of Manufacturing Variables in Fracture Toughness-Corroded Pipe: Strength and Repair Methods-Hydrostatic Testing-Measurement of Yield Strength in the Mill Expander-Worldwide Pipeline Research-Long-Range Research Planning-Field Investigation of Stress-Corrosion Cracking-The Controlling Parameters in Stress-Corrosion Cracking-Stress-Corrosion Cracking Laboratory Experiments-Applications of Stress-Corrosion Cracking research to the Pipeline Problem-Hydrogen Stress Cracking. | L30174 Fifth Symposium on Line Pipe Research | The Fifth Symposium on Line Pipe Research was held in Houston, Texas, November 20 to 22, 1974. The proceedings present articles on the latest technological developments resulting from PRCI sponsored […] | publish | Uncategorized | open | open | l30174-fifth-symposium-on-line-pipe-research | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l30174-fifth-symposium-on-line-pipe-research/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/01/2008 | 2495 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The economics of high voltage direct current for long-distance transmission of electrical energy have been reported as very attractive, to the extent that several projects are in the making. Several reasons other than the savings in transmission costs, for example the exchange of peak power between time zones and seasonal zones, would permit utilities to save on plant investment for generating capacity while maintaining a high level of service. This report summarizes work on the initial phase of a study to determine the effects of high-voltage direct-current (H.V.D.C.) electric transmission lines on buried pipeline systems. Pipeline Research Council International, Inc. initiated this work in response to an anticipated threat posed by the Pacific Northwest-Southwest Intertie H.V.D.C. system now being designed (and other possible H.V.D.C. lines in the future) because of the announced plans to pass direct current through the earth. The objectives of the overall program are:(1) To determine the nature and magnitude of problems that will be created by the earth current from H.V.D.C. systems, and(2) To devise means of protecting pipelines from the effects of such currents. A computer program was written based on a mathematical model of a buried pipeline in the environment created by an H.V.D.C. system. Excellent agreement was obtained between computed soil potential gradients and measurements obtained during a field test of H.V.D.C. in Oregon. Reasonably good agreement was also obtained between measured pipe-to-soil potentials on the Pacific Lighting Gas Supply Company pipeline near Camino, California, and computed values during a field test of H.V.D.C. power transmission. | L30500 Analysis of the Effects of High-Voltage Direct-Current Transmission Systems on Buried Pipelines | The economics of high voltage direct current for long-distance transmission of electrical energy have been reported as very attractive, to the extent that several projects are in the making. Several […] | publish | Uncategorized | open | open | l30500-analysis-of-the-effects-of-high-voltage-direct-current-transmission-systems-on-buried-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l30500-analysis-of-the-effects-of-high-voltage-direct-current-transmission-systems-on-buried-pipelines/ | 0 | 0 | raw | default | 495 | Legacy | |||||||
| 01/04/1968 | 2496 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The recent activities in the field of liquefied natural gas (LNG) has induced considerable interest in the possibility of piping natural gas in its liquid, rather than gaseous, form. Many national and international LNG projects are already commercially established. These plants are presently piping LNG within the plant and to and from loading terminals. Expansion of these facilities including piping LNG between widely separated storage depots is an anticipated future step in the advance of the LNG industry. The objective of this report is to survey commercially available materials that are considered acceptable or potentially acceptable from a technical viewpoint for the construction of an LNG pipeline. Although material-cost figures are given and some discussion of them is presented, the scope of the current work does not include an evaluation of the economic feasibility of pipelining LNG. Because of the many evident alternatives in the actual design and construction of an LNG pipeline in addition to the many variables and uncertainties involved in economic studies in various parts of the country and the world, it was agreed that this investigation would summarize the data and information on materials of construction so that such economic studies could be made. | L40000 Materials of Construction for Use in an LNG Pipeline | The recent activities in the field of liquefied natural gas (LNG) has induced considerable interest in the possibility of piping natural gas in its liquid, rather than gaseous, form. Many […] | publish | Uncategorized | open | open | l40000-materials-of-construction-for-use-in-an-lng-pipeline | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l40000-materials-of-construction-for-use-in-an-lng-pipeline/ | 0 | 0 | raw | default | 500 | Legacy | |||||||
| 01/10/1981 | 2497 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A series of seven line pipe and weld metals have been studied varying in strength level from X60 to X70, in diameter from 26" to 48", and in thickness from 0.375" to 0.720". The weld metals were all made using a two-pass, high-heat-input, submerged-arc weld by either a U and O or spiral technique. The pipes and weld metals were assessed for their microstructural content and tensile strength, and Charpy impact energies and crack tip opening displacements were measured in the pipe, heat-affected zone and weld metal at room temperature and at -45 °C. | L41002 Toughness of Submerged Arc Welds in Pipeline Steels | A series of seven line pipe and weld metals have been studied varying in strength level from X60 to X70, in diameter from 26″ to 48″, and in thickness from […] | publish | Uncategorized | open | open | l41002-toughness-of-submerged-arc-welds-in-pipeline-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41002-toughness-of-submerged-arc-welds-in-pipeline-steels/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/04/1974 | 2498 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In an extensive series of experiments, odorized methane was flowed through sandstone and dolomite cores in the dry, water wet, and oil saturated states to determine the effects that odorants may have on storage reservoir rocks. The purpose of this research was to determine the effects of storing odorized natural gas in gas storage reservoir rocks. The investigation was tailored primarily to observe odorant adsorption and permeability changes in cores resulting from the flow of odorized methane through them. Three different odorant types were used to odorize chemically pure (C.P.) grade methane near and above the odor levels recommended by the manufacturer. Sandstone and dolomite cores were tested in the dry, water wet, and oil saturated states. | L41007 The Effects of Storing Odorized Gas in Gas Storage Reservoir Rocks | In an extensive series of experiments, odorized methane was flowed through sandstone and dolomite cores in the dry, water wet, and oil saturated states to determine the effects that odorants […] | publish | Uncategorized | open | open | l41007-the-effects-of-storing-odorized-gas-in-gas-storage-reservoir-rocks | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41007-the-effects-of-storing-odorized-gas-in-gas-storage-reservoir-rocks/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/10/1980 | 2499 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | During the last 15 years, the field of rock mechanics has developed at a highly accelerated rate. The purpose of the 1980 Sabbatical Leave was to provide the necessary time and environment to allow the writer to undertake a concentrated study of one area of Rock Mechanics, which was evolved in recent years and appears destined to be of increasing importance in the future. In general, the applicant concentrated his efforts on studies related to the "Design and Stability Monitoring of Underground Storage Facilities." There is little doubt that during the latter part of this century considerable use will be made of the underground for storage of solids | L41008 Outline of Activities During 1980 Sabbatical Leave | During the last 15 years, the field of rock mechanics has developed at a highly accelerated rate. The purpose of the 1980 Sabbatical Leave was to provide the necessary time […] | publish | Uncategorized | open | open | l41008-outline-of-activities-during-1980-sabbatical-leave | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41008-outline-of-activities-during-1980-sabbatical-leave/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/03/1965 | 2500 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This project researched the use of a model oil reservoir and new concepts of reservoir engineering to develop a simple method of predicting oil recovery as a byproduct of gas storage operations. This paper is the fourth in a series reporting the progress of a study of reservoir performance during complete gas re-pressuring and gas cycling. It presents a new material balance equation (MBE) for calculating initial oil volume and relationship of average reservoir pressure to net gas in storage. The new MBE is particularly helpful in making field case history studies of oil reservoirs that have been completely re-pressured with gas. These studies must reveal the percentage of oil recovery, which requires, in turn, that the initial oil volume be determined accurately. A material balance equation was derived for calculating (1) the initial oil volume and (2) the relationship of average reservoir pressure to net gas in storage in reservoirs used for natural gas storage operations. The equation is also applicable to secondary-recovery operations where reservoirs are completely re-pressured and gas cycled. Using this equation minimized two probable sources of appreciable error in conventional material balance calculations: inaccurate measuring of and accounting for produced gas, and differences between true reservoir pressure and average reservoir pressures as derived from bottom-hole pressure measurements. A new procedure is presented for calculating water encroachment. By solving the conventional material balance equation and the derived equation for gas storage simultaneously, the values for initial oil in place and net water encroachment can both be determined. | L41009 Material Balance Equation for Partly Depleted Oil Reservoirs Repressured with Gas | This project researched the use of a model oil reservoir and new concepts of reservoir engineering to develop a simple method of predicting oil recovery as a byproduct of gas […] | publish | Uncategorized | open | open | l41009-material-balance-equation-for-partly-depleted-oil-reservoirs-repressured-with-gas | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41009-material-balance-equation-for-partly-depleted-oil-reservoirs-repressured-with-gas/ | 0 | 0 | raw | default | 50 | Underground Storage | |||||||
| 01/04/1965 | 2501 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report on part of the petroleum engineering research describes the work completed by the Bureau of Mines on a study of the effects of water intrusion into capillaries in low permeability reservoir rocks and the development of an effective method for removing the waterblocks. Laboratory and field investigations show that formation damage frequently occurs when water invades low permeability rocks. A method was developed by the Bureau of Mines in the laboratory and in the field to relieve capillary waterblocks in gas wells. Impaired gas permeability was improved by this inexpensive chemical treatment, which lowers the surface tension of the water held in the capillaries of the formation. Effectiveness of the alcohol-surfactant treatment was tested with a variety of chemicals and with sandstone cores cut from rocks having relatively low permeability. Field tests on 20 gas-producing and storage wells demonstrated the effectiveness and limitations of the method. The productive capacity of some wells was doubled by the treatment. The final test was evaluated by the neutron logging technique for measuring changes in apparent liquid saturation. Maximum apparent liquid saturation was reduced by 52 percent; gas production rate increased from 2.3 to 3.5 MMcfd (million cubic feet per day). | L41010 Removal of Waterblocks from Gas-Producing Formations | This report on part of the petroleum engineering research describes the work completed by the Bureau of Mines on a study of the effects of water intrusion into capillaries in […] | publish | Uncategorized | open | open | l41010-removal-of-waterblocks-from-gas-producing-formations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41010-removal-of-waterblocks-from-gas-producing-formations/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/10/1960 | 2502 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The primary purpose of this study was to determine the feasibility of using silane to retard the influx of water into natural-gas storage wells and to determine the necessary requirements for achieving this result. The success or failure of silane treatment as a remedial measure depends on its effect on gas-production rate and attendant water production. Of 13 cores treated with silane, 6 showed an increase in effective permeability to gas. However, only one of the six showed a decrease in the effective permeability to water, and the other five showed increases. The remaining seven cores showed a decrease in effective permeability to gas. Four of these seven cores showed increases in the effective permeability to water, and three showed decreases. The effect of silane on Torpedo sandstone cores was investigated by determining effective permeability's to water and gas as a function of water saturation before and after treatment. This effect depends on the water saturation in the core at the time of injection, the core, the distribution of repellent film within and the amount of liquid silane injected. | L41012 Effect of Methyltrichlorosilane on Permeability of Sandstone Cores To Gas and Water | The primary purpose of this study was to determine the feasibility of using silane to retard the influx of water into natural-gas storage wells and to determine the necessary requirements […] | publish | Uncategorized | open | open | l41012-effect-of-methyltrichlorosilane-on-permeability-of-sandstone-cores-to-gas-and-water | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41012-effect-of-methyltrichlorosilane-on-permeability-of-sandstone-cores-to-gas-and-water/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/08/1935 | 2503 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The Bureau of Mines has published two reports that describe a method of determining gas-well capacities from data observed when gas deliveries are measured at high back pressures. Interpretations of the pressure data obtained when a well is allowed to flow against high back pressures reveal not only the open-flow capacity of the well but also its ability to deliver gas against different pressures. his report presents a more extended discussion of the subject matter in earlier Bureau of Mines publications relating to the same study. It supplements the information they contain with recommended procedure for obtaining data and analyzing results that are more practical and easier to use. In addition, it includes an analysis of the application of back-pressure data to gas-production problems. | L41018 Back-Pressure Data On Natural-Gas Wells And Their Application To Production Practices | The Bureau of Mines has published two reports that describe a method of determining gas-well capacities from data observed when gas deliveries are measured at high back pressures. Interpretations of […] | publish | Uncategorized | open | open | l41018-back-pressure-data-on-natural-gas-wells-and-their-application-to-production-practices | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41018-back-pressure-data-on-natural-gas-wells-and-their-application-to-production-practices/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/07/1946 | 2504 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | It became generally recognized that "freezing" of natural gas pipeline was caused by the formation of gas hydrates, which are crystalline compounds formed by the chemical combination of natural gas and water and which form under pressure at temperatures considerably above the freezing point of water.Benefit: Hydrate equilibrium data are presented for a number of natural gases, certain constituent gases, and synthetic mixtures of these gases, showing the temperature and pressures at which hydrates form. The ratios of gas to water in the gas-hydrate molecules are given. Data on pipeline and underground temperatures and their seasonal temperature variations are presented. Remedial measures to remove or prevent "freezes" in pipelines are discussed. Water is necessary for hydrates to form, the removal of water from natural gases is an effective way of combating the hydrate freezing of pipe lines. Dehydration plants of various types for drying natural gases are described, as well as the chemicals used in the drying processes. Methods and equipment for determining the water-vapor content of natural gases under pressure are described, and data are given on the water content of water-saturated natural gases under pressure. | L41020 Gas Hydrates and Their Relation to the Operation of Natural-Gas Pipe Lines | It became generally recognized that “freezing” of natural gas pipeline was caused by the formation of gas hydrates, which are crystalline compounds formed by the chemical combination of natural gas […] | publish | Uncategorized | open | open | l41020-gas-hydrates-and-their-relation-to-the-operation-of-natural-gas-pipe-lines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41020-gas-hydrates-and-their-relation-to-the-operation-of-natural-gas-pipe-lines/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/02/1935 | 2505 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Numerous data on gas flow through pipe lines under many conditions of operation were obtained from carefully conducted tests, and these data, together with other available information, were analyzed carefully to obtain practical information for the use of operators in designing pipe lines and determining the effects of different operating conditions on pipeline capacities. In other words, the investigation was primarily an engineering study of representative natural-gas transmission lines operating under numerous conditions of flow. For the purpose of presentation the discussions in this bulletin have been arranged generally to include, first, a listing of pipeline formulas used by different investigators; second, a discussion of flow tests made by the writers on commercial and experimental pipelines, including methods of testing and of analyzing flow data; and third, a discussion of the application of flow data to commercial pipeline transmission problems. Detailed mathematical development of formulas is included in appendixes with appropriate references in the main text of the bulletin. | L41022 Flow of Natural Gas Through High-Pressure Transmission Lines | Numerous data on gas flow through pipe lines under many conditions of operation were obtained from carefully conducted tests, and these data, together with other available information, were analyzed carefully […] | publish | Uncategorized | open | open | l41022-flow-of-natural-gas-through-high-pressure-transmission-lines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41022-flow-of-natural-gas-through-high-pressure-transmission-lines/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/06/1999 | 2506 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The use of PEMS to meet monitoring requirements offers the potential for significant cost savings and reduced manpower needs for operation and maintenance over the use of traditional continuous emission monitoring systems (CEMS). However, a single source of pertinent information on available systems does not exist. The two main objectives for this study were to: evaluate and document the gas transmission industry's experience with PEMS for gas turbines, and provide a comprehensive information base to assist future industry user's decision-making regarding PEMS use. | L41023 Gas Transmission Industry Experience of Turbine Parametric Emission Monitoring Systems (PEMS) | The use of PEMS to meet monitoring requirements offers the potential for significant cost savings and reduced manpower needs for operation and maintenance over the use of traditional continuous emission […] | publish | Uncategorized | open | open | l41023-gas-transmission-industry-experience-of-turbine-parametric-emission-monitoring-systems-pems | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41023-gas-transmission-industry-experience-of-turbine-parametric-emission-monitoring-systems-pems/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/04/1998 | 2507 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objectives of the research are to develop guidelines for installing pipelines beneath rivers and within levee right-of-way using HDD techniques, without endangering the levees, and to demonstrate that these techniques offer substantial economic and operational advantages over current practices. | L41024 Installation of Pipelines Beneath Levees Using Horizontal Directional Drilling | The objectives of the research are to develop guidelines for installing pipelines beneath rivers and within levee right-of-way using HDD techniques, without endangering the levees, and to demonstrate that these […] | publish | Uncategorized | open | open | l41024-installation-of-pipelines-beneath-levees-using-horizontal-directional-drilling | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41024-installation-of-pipelines-beneath-levees-using-horizontal-directional-drilling/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/01/1977 | 2508 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report will briefly describe the performance of eddy current and magnetic flux leakage systems and the difficulties that have been recognized as impediments for stress corrosion crack detection on ILI vehicles. | L41025 PRCI Research Results On In-Line Inspection Technology Field Tests | This report will briefly describe the performance of eddy current and magnetic flux leakage systems and the difficulties that have been recognized as impediments for stress corrosion crack detection on […] | publish | Uncategorized | open | open | l41025-prci-research-results-on-in-line-inspection-technology-field-tests | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41025-prci-research-results-on-in-line-inspection-technology-field-tests/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/11/1975 | 2509 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The frictional dragreducing characteristics of Shell PEP-4 and Conoco CDR polymer-hexane solutions in turbulent smooth tube flow were investigated. The effects of flow time, polymer concentration, Reynolds number and tube diameter on drag reduction and degradation were evaluated. The Conoco polymer was found to be the superior drag reducer. Independent of polymer, higher shear stresses (smaller tube diameters or higher Reynolds numbers) resulted in higher maximum drag reductions up to a critical shear stress, after which the polymer effectiveness decreased. Increased concentrations gave increased drag reductions approaching Virk’s maximum drag reduction asymptote. Three flow regimes were established: an asymptotic region of maximum drag reduction without significant degradation at early times, an intermediate region with varying degradation, and a final asymptotic region approaching Newtonian solvent behavior at long times. Higher degradation rates were observed for lower concentrations and higher shear stresses. | L41027 Drag Reduction and Degradation of Shell PEP-4 and Conoco CDR Polymer-Hexane | The frictional dragreducing characteristics of Shell PEP-4 and Conoco CDR polymer-hexane solutions in turbulent smooth tube flow were investigated. The effects of flow time, polymer concentration, Reynolds number and tube […] | publish | Uncategorized | open | open | l41027-drag-reduction-and-degradation-of-shell-pep-4-and-conoco-cdr-polymer-hexane | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41027-drag-reduction-and-degradation-of-shell-pep-4-and-conoco-cdr-polymer-hexane/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 26/03/1979 | 2510 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The thermal contractions of a cooling weld my easily produce average strains of several percent in the weldment. Since hydrogen, which is likely to be present, can embrittle the steel, it is not surprising to find that welds in steel often crack. In order to try and control this phenomenon therefore requires a study of both the strains in a weld and the embrittling effect of hydrogen. | L41030 Correlations and Various Weld Cracking Tests | The thermal contractions of a cooling weld my easily produce average strains of several percent in the weldment. Since hydrogen, which is likely to be present, can embrittle the steel, […] | publish | Uncategorized | open | open | l41030-correlations-and-various-weld-cracking-tests | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41030-correlations-and-various-weld-cracking-tests/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 30/05/1997 | 2511 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this project is to document the valve spacing, valve operator requirements, structure counts, and lengths and widths of the corridor used to define class location, design stress levels, and the associated rationale as used in natural gas pipeline codes in North America, Australia, and Europe. The goal is to understand the basis for the existing code requirements and identify the rationale behind the requirements. The design stress standards and design rationale for valve spacing, structure count, and corridor width as currently stated in existing natural gas pipeline codes is summarized in this review. The project involved reviewing gas pipeline codes from North America, Europe and Australia to collect information on the current requirements and the background rationale on: the current requirements for valve spacing and valve operator requirements, the structure counts (population densities) used to define class locations and the associated corridor widths, and the maximum operating stress levels allowed in the design of pipelines. The rationale for the code requirements was obtained by reviewing the literature and interviewing selected individuals. | L41034 Design Rationale for Valve Spacing Structure Count and Corridor Width | The objective of this project is to document the valve spacing, valve operator requirements, structure counts, and lengths and widths of the corridor used to define class location, design stress […] | publish | Uncategorized | open | open | l41034-design-rationale-for-valve-spacing-structure-count-and-corridor-width | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41034-design-rationale-for-valve-spacing-structure-count-and-corridor-width/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/03/1998 | 2512 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report deals with a novel and rather unorthodox electromagnetic inspection technique called the Self-Excited Eddy Current (SEEC) or Motion Induced Eddy Current (M/EC) method. The SEEC approach promises a surprisingly simple solution for the difficult and long-standing SCC detection, characterization, and discrimination problem. | L41035 Enhanced Interpretation of MFL to Detect SCC-(SEEC) Method Auxiliary Pole Approach | This report deals with a novel and rather unorthodox electromagnetic inspection technique called the Self-Excited Eddy Current (SEEC) or Motion Induced Eddy Current (M/EC) method. The SEEC approach promises a […] | publish | Uncategorized | open | open | l41035-enhanced-interpretation-of-mfl-to-detect-scc-seec-method-auxiliary-pole-approach | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41035-enhanced-interpretation-of-mfl-to-detect-scc-seec-method-auxiliary-pole-approach/ | 0 | 0 | raw | default | 5.895 | Legacy | |||||||
| 01/05/1987 | 2513 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A brief history of multiphase flow. Includes design charts and quick design estimates in a summary form. | L41072 Design Methods For Multiphase Flow In Gas Pipelines | A brief history of multiphase flow. Includes design charts and quick design estimates in a summary form. | publish | Uncategorized | open | open | l41072-design-methods-for-multiphase-flow-in-gas-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l41072-design-methods-for-multiphase-flow-in-gas-pipelines/ | 0 | 0 | raw | default | 775 | Legacy | |||||||
| 01/12/1970 | 2474 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Presented in this report are the results of full-scale tests that were made to determine the effects on grounded metallic structures of stray high-voltage direct current flowing in the earth as a result of operation on the Pacific NW-SW DC Intertie. | L19722 Full-Scale Stray-Current Tests HVDC Power Transmission (Dalles-Los Angeles) | Presented in this report are the results of full-scale tests that were made to determine the effects on grounded metallic structures of stray high-voltage direct current flowing in the earth […] | publish | Uncategorized | open | open | l19722-full-scale-stray-current-tests-hvdc-power-transmission-dalles-los-angeles | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l19722-full-scale-stray-current-tests-hvdc-power-transmission-dalles-los-angeles/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 29/02/1972 | 2475 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | One of the most pressing problems of the Natural Gas Industry today is that of locating and developing sufficient underground storage reservoir capacity to meet peak seasonal demands. In these reservoirs, the gas is stored under pressure in the pore spaces with in the rock that originally contained gas, oil or water. Since it is economically desirable to store the gas at the maximum possible pressure, an accurate value for the optimum pressure, namely the maximum pressure to which the reservoir could be pressurized and still remain mechanically stable, is of great importance. This report presents the results of a five-year study established to investigate the stability of underground gas storage reservoirs. The main object of this study was the evaluation of a suitable criterion for optimum pressurization based on the principles of rock mechanics. Basically the research program was oriented along two parallel lines of approach consisting of laboratory studies of reservoir models and associated analytical studies. Both approaches have innate defects due to necessary simplifications; however, by carrying out both studies simultaneously and comparing the results, it was possible to draw a number of meaningful conclusions from the overall study. | L19724 A Study to Evaluate the Stability of Underground Gas Storage Reservoirs | One of the most pressing problems of the Natural Gas Industry today is that of locating and developing sufficient underground storage reservoir capacity to meet peak seasonal demands. In these […] | publish | Uncategorized | open | open | l19724-a-study-to-evaluate-the-stability-of-underground-gas-storage-reservoirs | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l19724-a-study-to-evaluate-the-stability-of-underground-gas-storage-reservoirs/ | 0 | 0 | raw | default | 295 | Legacy | |||||||
| 01/01/1972 | 2476 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In light of the recent energy crisis, the desirability of storing fuels close to primary distribution areas has assumed an even greater importance than in the past. The natural gas industry is faced with the problem of locating and developing sufficient underground storage reservoir capacity in high demand areas to meet peak seasonal requirements. Since it is economically desirable to store gas at the maximum possible pressure, studies to estimate optimum operating pressures for underground gas storage reservoirs and to evaluate their stability under such operating conditions. | L19725 Utilizing Microseismic Techniques for the Evaluation of Underground Gas Storage Reservoir Stability | In light of the recent energy crisis, the desirability of storing fuels close to primary distribution areas has assumed an even greater importance than in the past. The natural gas […] | publish | Uncategorized | open | open | l19725-utilizing-microseismic-techniques-for-the-evaluation-of-underground-gas-storage-reservoir-stability | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l19725-utilizing-microseismic-techniques-for-the-evaluation-of-underground-gas-storage-reservoir-stability/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/03/1970 | 2477 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Every pipeline network is composed of combinations of some or all of the basic elements: pipeline segment; junction; compressor station; pressure regulator; storage field; flow boundary node; and pressure boundary node. While each element can affect the transient behavior of a pipeline network, the response of the system is quite different in each case. It is helpful to distinguish between these effects, and to characterize each element according to its ability to alter the dynamic response of a pipeline network. A mathematical research program was conducted to study transient flow in gas transmission networks. The objective of the project was the development of mathematical models, computer techniques and computer programs to simulate the unsteady-state behavior of large gas pipeline networks. | L20000 Pipetran Version IV – Program for the Simulation of Gas Pipeline Network Dynamics – Manual | Every pipeline network is composed of combinations of some or all of the basic elements: pipeline segment; junction; compressor station; pressure regulator; storage field; flow boundary node; and pressure boundary […] | publish | Uncategorized | open | open | l20000-pipetran-version-iv-program-for-the-simulation-of-gas-pipeline-network-dynamics-manual | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l20000-pipetran-version-iv-program-for-the-simulation-of-gas-pipeline-network-dynamics-manual/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/05/1964 | 2478 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Developments are necessary to apply automation concepts to the gas industry, in this case, a mathematical model for a pipeline system. This report has two purposes. First, it is a survey of the research conducted in the PRCI NX-37 Transient Flow Study in 1962. Then enough details are presented on the two major computational techniques developed (the special numerical integration and the transfer function) to enable those interested persons within the gas industry to duplicate the techniques. | L20010 Transient Flow of Gas | Developments are necessary to apply automation concepts to the gas industry, in this case, a mathematical model for a pipeline system. This report has two purposes. First, it is a […] | publish | Uncategorized | open | open | l20010-transient-flow-of-gas | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l20010-transient-flow-of-gas/ | 0 | 0 | raw | default | 2.550 | Design, Materials & Construction | |||||||
| 01/07/1965 | 2479 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The goals of this project were to continue to evaluate available knowledge on the flow behavior of gas in transmission systems and develop a simple, flexible equation form for use in calculations, without sacrificing accuracy. This manual presents definitions and instructions for determining the type of flow (fully turbulent or partially turbulent) and instructions for flow calculations for both flow types. The procedures and recommendations in this manual are limited to calculations on gas transmission and gathering lines in which entrance losses and kinetic energy changes are negligible. The calculation procedures relate to steady state flow of either the fully turbulent or partially turbulent types and apply only to the solution of conventional pipeline flow problems. | L20020 Steady State Flow Computation Manual for Natural Gas Transmission Lines | The goals of this project were to continue to evaluate available knowledge on the flow behavior of gas in transmission systems and develop a simple, flexible equation form for use […] | publish | Uncategorized | open | open | l20020-steady-state-flow-computation-manual-for-natural-gas-transmission-lines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l20020-steady-state-flow-computation-manual-for-natural-gas-transmission-lines/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/01/1965 | 2480 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This book is designed to bring members of the natural gas industry a complete text covering the technical advances made as a result of the TRACOR-AGA Transient Flow Study. The study began in January 1962 and culminated in a seminar in October 1964. A major portion of this book is the treatment of nonlinear partial differential equations which constitute the dynamic model of the line section. Both numerical and analytical treatments are presented. Solutions of the mathematical model are presented in the form of transfer functions. Compatible treatment of compressor stations and pressure regulators is also investigated. Techniques for the treatment of complex systems made up of many line sections and compressor stations are given. Finally, some immediate applications of transient techniques are discussed in addition to the possible course of future natural gas transmission research. | L20030 Transient Flow in Natural Gas Transmission Systems | This book is designed to bring members of the natural gas industry a complete text covering the technical advances made as a result of the TRACOR-AGA Transient Flow Study. The […] | publish | Uncategorized | open | open | l20030-transient-flow-in-natural-gas-transmission-systems | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l20030-transient-flow-in-natural-gas-transmission-systems/ | 0 | 0 | raw | default | 1.495 | Design, Materials & Construction | |||||||
| 01/03/1970 | 2481 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This document describes the formulation of a mathematical model for evaluating the operation of a gas system, with the objective of maximizing net profits by optimizing gas purchases, sales, and storage, combined with compressor operation. The report details two methods: a "linear programming model" based on linear approximations about steady-state flow patterns, and the 'network approach' which can handle reverse flow and adequately represent the packing and drafting of pipelines. The report details the advantages and disadvantages of the two methods. Although any transient flow simulator can be used with these methods, familiarity with PIPETRAN IV (Catalog # L20000) and its mathematical derivation (Catalog # L20005) are recommended. | L20040 Natural Gas Transmission System Optimization | This document describes the formulation of a mathematical model for evaluating the operation of a gas system, with the objective of maximizing net profits by optimizing gas purchases, sales, and […] | publish | Uncategorized | open | open | l20040-natural-gas-transmission-system-optimization | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l20040-natural-gas-transmission-system-optimization/ | 0 | 0 | raw | default | 775 | Legacy | |||||||
| 01/08/1969 | 2482 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This study was directed to develop improved design equations based on the most advanced current understanding of two phase flow. As described in this report, the research project consisted of three phases: 1) The development of a data bank of information representing the widest range of operating conditions; 2) The evaluation of existing correlations; and 3) the development of improved correlations for predicting pressure drop. | L20169 Gas-Liquid Flow in Pipelines – Research Results | This study was directed to develop improved design equations based on the most advanced current understanding of two phase flow. As described in this report, the research project consisted of […] | publish | Uncategorized | open | open | l20169-gas-liquid-flow-in-pipelines-research-results | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l20169-gas-liquid-flow-in-pipelines-research-results/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 2483 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In the early 1950's, attention was turned to the use of underground water sands for storing natural gas in those areas where depleted gas reservoirs were not available. Underground gas storage means that gas is transferred from producing fields to other reservoirs, usually closer to market areas, where it is stored until needed to supplement other natural gas supplies in meeting market requirements. Its primary functions are to meet peak demands of the winter season especially for residential heating and to provide off-peak depositories for pipeline gas. Because underground storage permits fuller utilization of pipeline facilities and more effective gas deliveries to market, it is an important factor in conservation, elimination of flare gas and the development of new markets. Gas storage in aquifers requires that the reservoir pressure be raised above the original discovery value to inject the gas. Early experiences with aquifer storage operations raised the question of the mechanism by which caprock held natural gas beneath it. At about the same time that aquifers were being developed, it was found advantageous to store gas at pressures above discovery in depleted gas or oil fields. The practice of operating at pressures above discovery gradually developed inquiries into the quality of caprocks and the insitu behavior of gas below the caprock. | L20170 Threshold Pressure in Gas Storage | In the early 1950’s, attention was turned to the use of underground water sands for storing natural gas in those areas where depleted gas reservoirs were not available. Underground gas […] | publish | Uncategorized | open | open | l20170-threshold-pressure-in-gas-storage | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l20170-threshold-pressure-in-gas-storage/ | 0 | 0 | raw | default | 295 | Legacy | ||||||||
| 01/10/1970 | 2484 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The purpose of this second volume of a 2-volume publication on two phase gas-liquid flow is to reduce the results of the research project to a practical design tool. The design method presented in this report is based on a simple correlation, developed in Volume 1, which does not require a knowledge of the type of gas-liquid flow in the pipeline. From external conditions, the properties of the gas and liquid at pipeline conditions are calculated. Using the equations presented, it is then possible to calculate a two-phase Reynolds number and to obtain the two-phase friction factor from correlation. Methods of handling pressure loss due to elevation changes and acceleration are also provided. The method presented here has been successfully tested on a variety of 6 through 16 inch field lines. | L20269 Design Manual for Two Phase Gas-Liquid Flow in Pipelines | The purpose of this second volume of a 2-volume publication on two phase gas-liquid flow is to reduce the results of the research project to a practical design tool. The […] | publish | Uncategorized | open | open | l20269-design-manual-for-two-phase-gas-liquid-flow-in-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l20269-design-manual-for-two-phase-gas-liquid-flow-in-pipelines/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/08/1972 | 2485 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | An evaluation of the potential to produce and transport hydrogen by pipeline. Includes economic drivers for a hydrogen economy, methods of production, pipeline transmission and storage specific issues, interchangeability, and safety. Pipeline issues include pipeline capacity, thermophysical properties, and mixed natural gas/hydrogen applications, | L21173 A Hydrogen Energy System | An evaluation of the potential to produce and transport hydrogen by pipeline. Includes economic drivers for a hydrogen economy, methods of production, pipeline transmission and storage specific issues, interchangeability, and […] | publish | Uncategorized | open | open | l21173-a-hydrogen-energy-system | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l21173-a-hydrogen-energy-system/ | 0 | 0 | raw | default | 20 | Legacy | |||||||
| 01/01/1974 | 2486 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A baseline emissions survey was conducted on stationary gas turbines and reciprocating engines used in natural gas transmission. A total of 59 reciprocating engines and nine gas turbines were tested over a ten-month period at ten different sites. Details are provided on the test procedure used and its development.Emission rates for all tests were calculated. For piston engines, emission rates were determined at or near the rated speed and load, and comparisons were made. Comparisons were also made between two and four stroke engines, as wells as turbocharged and normally aspirated versions of the same engine. Emission trends for a number of piston engines were developed as a function of engine operating parameters, such as ignition timing, scavenging air pressure, engine speed, and load. Gas turbine NOx concentrations were compared to the level currently under discussion as a possible proposed Federal standard. | L22274 Exhaust Emissions from Piston and Gas Turbine Engines Used in Natural Gas Transmission | A baseline emissions survey was conducted on stationary gas turbines and reciprocating engines used in natural gas transmission. A total of 59 reciprocating engines and nine gas turbines were tested […] | publish | Uncategorized | open | open | l22274-exhaust-emissions-from-piston-and-gas-turbine-engines-used-in-natural-gas-transmission | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l22274-exhaust-emissions-from-piston-and-gas-turbine-engines-used-in-natural-gas-transmission/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 01/02/1975 | 2487 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This study builds on the results of a baseline emissions survey conducted by the Southwest Research Institute and sponsored by the American Gas Association. The baseline survey obtained a wide variety of data on the operating conditions and emission rates of gas turbines and reciprocating engines at rated speed and load under on-site field conditions. In this study, the results of the survey are used to estimate the role of gas transmission equipment as a source of NOx, CO, and hydrocarbon emissions, and to assess current control methods for reducing NOx emissions. This study only involves reciprocating engines and gas turbines over 1,000 horsepower. | L22276 Study of Exhaust Emissions from Natural Gas Pipeline Compressor Engines | This study builds on the results of a baseline emissions survey conducted by the Southwest Research Institute and sponsored by the American Gas Association. The baseline survey obtained a wide […] | publish | Uncategorized | open | open | l22276-study-of-exhaust-emissions-from-natural-gas-pipeline-compressor-engines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l22276-study-of-exhaust-emissions-from-natural-gas-pipeline-compressor-engines/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/08/1976 | 2488 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This manual is intended to assist emissions testing personnel with preparing, measuring, and calculating exhaust emission rates from piston and gas turbine compressor engines. This manual applies to engines ranging in horsepower from 500 hp to 10,000 hp and natural gas fired turbines ranging from 1,000 hp to 30,000 hp. The chemicals of interest are: CO, NOx, hydrocarbons, non-methane hydrocarbons (NMHC), and CO2. This manual also discusses instrument specifications for obtaining the appropriate measurement equipment, and recommends engine test points. Several computer programs are included to assist test crews and project engineers in calculating emission rates. One section of the appendix is devoted to on-site manual and computer calculation techniques using as-measured emissions data. | L22278 Emissions Measurement Manual for Natural Gas Pipeline Compressor Stations | This manual is intended to assist emissions testing personnel with preparing, measuring, and calculating exhaust emission rates from piston and gas turbine compressor engines. This manual applies to engines ranging […] | publish | Uncategorized | open | open | l22278-emissions-measurement-manual-for-natural-gas-pipeline-compressor-stations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l22278-emissions-measurement-manual-for-natural-gas-pipeline-compressor-stations/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 02/03/1978 | 2489 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | An essential requirement of most pipeline systems is that they remain in-service even when repairs must be carried out or when branch lines must be added, This need has led to the development of widely accepted practices of making in-service repairs and hot-taps. While both of these practices necessarily entail some risks (i.e., because of the pressures or contents of the systems) experience has shown that they can be carried out safely and effectively. In the case of repairs to defective areas, however, the approach has historically been one of well-justified overconservatism, that is, repairs have usually been made only to relatively innocuous defects that might not have caused a problem even if left alone. In many cases costly shut-downs and pipe replacements were effected when an in-service repair would have sufficed simply because the effectiveness of the known repair methods had never been evaluated. This report describes a program undertaken to evaluate the degree of effectiveness of full-encirclement split sleeves and deposited weld metal with respect to repairing a variety of potentially serious defects. The evaluations were made on full-scale line pipe samples containing different kinds of actual and artificial (machine-cut) defects. The ultimate goal was to arrive at criteria for making safe permanent repairs through an understanding of how and why these repairs strengthened defective areas. The study revealed that when properly used, either type of repair can greatly improve the strength of defective areas of pipe. | L22279 Further Studies of Two Methods for Repairing Defects in Line Pipe | An essential requirement of most pipeline systems is that they remain in-service even when repairs must be carried out or when branch lines must be added, This need has led […] | publish | Uncategorized | open | open | l22279-further-studies-of-two-methods-for-repairing-defects-in-line-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l22279-further-studies-of-two-methods-for-repairing-defects-in-line-pipe/ | 0 | 0 | raw | default | 200 | Legacy | |||||||
| 01/02/1980 | 2490 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A second phase baseline emissions survey was conducted on stationary reciprocating engines and gas turbines used in the gathering and transmission of natural gas. Emission rates for all tests were calculated in pounds per hour, pounds per million BTU heat input, and grams per horsepower-hour output. Emission rates of piston engines were determined at or as near to rated speed and load as possible and some relative comparisons were made. Emission trends for a number of reciprocating engines were developed as a function of engine operating parameters; such as ignition timing, scavenging air pressure, engine speed and load. Details are given on the preliminary changes made to the test procedure that was used in the initial survey conducted in 1972/1973. | L22280 Exhaust Emission from Engines Used in Natural Gas Transmission Phase II 1978-79 | A second phase baseline emissions survey was conducted on stationary reciprocating engines and gas turbines used in the gathering and transmission of natural gas. Emission rates for all tests were […] | publish | Uncategorized | open | open | l22280-exhaust-emission-from-engines-used-in-natural-gas-transmission-phase-ii-1978-79 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l22280-exhaust-emission-from-engines-used-in-natural-gas-transmission-phase-ii-1978-79/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 18/11/1964 | 2491 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The proceedings present articles on the latest technological developments resulting from PRCI sponsored research. Eleven technical papers are available in the symposium proceedings covering the following topics: 1) Pipeline operations and risk assessment; 2) Nondestructive testing and evaluation; 3) Environmental cracking and corrosion; 4) Line-pipe design and serviceability; 5) Compressor station performance; and 6) Welding. | L30000 Symposium on Line Pipe Research 1965 | The proceedings present articles on the latest technological developments resulting from PRCI sponsored research. Eleven technical papers are available in the symposium proceedings covering the following topics: 1) Pipeline operations […] | publish | Uncategorized | open | open | l30000-symposium-on-line-pipe-research-1965 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l30000-symposium-on-line-pipe-research-1965/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/12/1970 | 2492 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Pipeline companies in the United States have, over the years, demonstrated an outstanding record of public and employee safety, even though the industry has gone through a period of unprecedented growth since the mid- 1940's. This record is the result of a responsible and continuing program to improve the design, construction, and operation of the over 220,000 miles of pipeline. Failures in pipelines caused by humans operating mechanical equipment such as graders, bulldozers, ditchers, etc., appear to be increasing slightly, whereas failures from all other causes have decreased. This program was carried out to determine the causes and to develop recommendations to reduce the incidence of externally caused failures. An analysis was made of a number of externally caused incidents and company policies pertinent to this type of incident. This analysis was based on detailed information obtained from a selected group of cooperating pipeline companies and it resulted in a number of conclusions and recommendations. | L30005 Possible Means for Prevention of External Damage to Pipelines | Pipeline companies in the United States have, over the years, demonstrated an outstanding record of public and employee safety, even though the industry has gone through a period of unprecedented […] | publish | Uncategorized | open | open | l30005-possible-means-for-prevention-of-external-damage-to-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l30005-possible-means-for-prevention-of-external-damage-to-pipelines/ | 0 | 0 | raw | default | 195 | Legacy | |||||||
| 01/02/1968 | 2493 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report presents the results of a study to determine whether natural gas pipeline operating pressure could be based on some percent of hydrostatic test pressure versus the currently used percent of specified minimum yield strength. The study included the following: - A study of hydrostatic testing techniques; - Analysis of hydrostatic test data of many thousands of miles of pipe tested to actual yield in the field and analysis of the operating experience of these lines; - Results of full-scale experiments to study the relation between flow size and failure pressure; - Results of investigation of the behavior of defects in a yield environment; and - Compilation and appraisal of important factors necessary for evaluating the feasibility of basing operating pressure on the hydrostatic test pressure. Analysis includes an assessment as to if it is both technically feasible and desirable to set the allowable operating pressure as a percentage of the hydrostatic test pressure level. | L30050 Feasibility of Basing Natural Gas Pipeline Operating Pressure on Hydrostatic Test Pressure | This report presents the results of a study to determine whether natural gas pipeline operating pressure could be based on some percent of hydrostatic test pressure versus the currently used […] | publish | Uncategorized | open | open | l30050-feasibility-of-basing-natural-gas-pipeline-operating-pressure-on-hydrostatic-test-pressure | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l30050-feasibility-of-basing-natural-gas-pipeline-operating-pressure-on-hydrostatic-test-pressure/ | 0 | 0 | raw | default | 50 | Integrity & Inspection | |||||||
| 11/04/1963 | 2454 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report summarizes the results of additional secondary-stress projects carried out by companies participating in a cooperative effort to obtain more knowledge of secondary stresses in gas transmission systems. Projects summarized in this report describe the results of ten field installations of strain gages completed since the first progress report was issued. | L00220A Measurements of Secondary Stresses in Pipelines | This report summarizes the results of additional secondary-stress projects carried out by companies participating in a cooperative effort to obtain more knowledge of secondary stresses in gas transmission systems. Projects […] | publish | Uncategorized | open | open | l00220a-measurements-of-secondary-stresses-in-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00220a-measurements-of-secondary-stresses-in-pipelines/ | 0 | 0 | raw | default | 2.500 | Legacy | |||||||
| 01/01/1960 | 2455 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The five sections of this report focus on defining the nature of noise emitted from pipe carrying high-velocity flow and prescribing methods for suppression or elimination of such noise. The contents of each section are as follows:Section I - sources of noise, means of propagation, and acceptable methods for the control of sound and vibration.Section II - results of field tests to analyze and characterize noise at regulating and metering stations.Section III - results of laboratory and field tests of various methods of noise abatementSection IV - a summary of factors that influence the acoustical behavior of regulator stations.Section V - procedures for designing gas stream acoustic filters suitable for use in the field. | L00230 Noise Abatement Volume II – Noise Suppression at Pressure Regulating and Metering Stations | The five sections of this report focus on defining the nature of noise emitted from pipe carrying high-velocity flow and prescribing methods for suppression or elimination of such noise. The […] | publish | Uncategorized | open | open | l00230-noise-abatement-volume-ii-noise-suppression-at-pressure-regulating-and-metering-stations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00230-noise-abatement-volume-ii-noise-suppression-at-pressure-regulating-and-metering-stations/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/08/1960 | 2456 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The chemical stimulation of gas production from natural reservoirs and underground storage projects is rapidly expanding. Such stimulative methods commonly use energy available in the reservoir to perform operations that previously were done mechanically with external energy. Therefore, chemical methods often require less personnel and equipment than corresponding mechanical methods. No completely satisfactory theory of foam formation has been developed. Using foam agents has been tested in the laboratory and field, and suitable agents have been selected for use under many conditions. A large number of agents have been tested to determine their utility and to establish general guidelines for selecting agents for this use. The field-test results illustrate the usefulness of the dynamic laboratory method and show that brines, mixtures of oil and brines, and hydrocarbon condensates may be removed effectively from wells completed with a wide variety of casings and tubing combinations and under various operating conditions. Besides removing liquids, foam treatments also may clean solid particles from the well bore. | L00250 Using Foaming Agents to Remove Liquids from Gas Wells | The chemical stimulation of gas production from natural reservoirs and underground storage projects is rapidly expanding. Such stimulative methods commonly use energy available in the reservoir to perform operations that […] | publish | Uncategorized | open | open | l00250-using-foaming-agents-to-remove-liquids-from-gas-wells | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00250-using-foaming-agents-to-remove-liquids-from-gas-wells/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/01/1961 | 2457 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The first section of this report contains techniques for designing silencers to suppress the noise produced during high pressure gas blow-offs. Both complex analytical techniques and simplified design charts are presented; the charts allow users to design silencers based desired noise reduction, pipeline pressure, and blow-off size. The second section of the report discusses the noise generation characteristics of regulator waves. | L00280 Noise Abatement Volume III – Blow-off Noise Suppression and Regulator Valve Noise Generation | The first section of this report contains techniques for designing silencers to suppress the noise produced during high pressure gas blow-offs. Both complex analytical techniques and simplified design charts are […] | publish | Uncategorized | open | open | l00280-noise-abatement-volume-iii-blow-off-noise-suppression-and-regulator-valve-noise-generation | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00280-noise-abatement-volume-iii-blow-off-noise-suppression-and-regulator-valve-noise-generation/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/05/1962 | 2458 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The general objective of the PRC Line Pipe Research program from 1953 to 1962 has been to obtain the highest quality pipe possible within economic limits. The results of research conducted during this nine year period was presented to at an industry seminar in March 1961. This report provides documentation of the presentations provided at the seminar. It is designed to acquaint the pipeline engineer with the research that was carried out and the results obtained to date.The scope of the study includes the following: the basic fracture mechanics in steel, investigation of the effect of manufacturing variables on pipe properties, full-scale fracture characteristics, and development of laboratory tests for indicating performance characteristics. Also included in the program are several new types of high-strength line pipe. | L00290 Research on the Properties of Line Pipe | The general objective of the PRC Line Pipe Research program from 1953 to 1962 has been to obtain the highest quality pipe possible within economic limits. The results of research […] | publish | Uncategorized | open | open | l00290-research-on-the-properties-of-line-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00290-research-on-the-properties-of-line-pipe/ | 0 | 0 | raw | default | 50 | Design, Materials & Construction | |||||||
| 01/02/1963 | 2459 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This research was initiated to bring together the knowledge required to predict water movement in gas storage operations. The goal was to develop calculation procedures, which could be utilized directly by engineers in charge of the operation of storage fields. Engineering studies of water drive occurring in gas storage reservoirs pointed out the need for more definite procedures of calculation because of the cyclic nature of the storage operation. The first year of the project was devoted to developing equations and procedures to ascertain, analyze and interpret the nature and the extent of water drive for various geometric models. Solutions to the equations and procedures for calculation were developed during the first year. Digital computing techniques were developed to permit the handling of the large number of calculations required by the nature of the pressure cycles. During the second year, field data were collected and analyzed for several storage and production operations. The field data were employed to compare predicted performance with observed behavior. These calculations required refinements and extensions of the equations developed during the first year. The organization of the entire material pertaining to the mathematical treatment of water drive gas reservoirs, applications of filed data, discussion of results and general conclusions were undertaken during the third and concluding year of the project. This monograph covers the full range from the calculation procedures for practicing engineers to the complex mathematical developments required in deriving the relationships used and the computer programs for machine computations. This monograph is prepared for three groups: (1) the reservoir or field engineers for gas storage and producing operations, (2) computing center personnel in gas companies who are likely to become involved in water movement calculations, and (3) research engineers working on reservoir phenomena, who desire to find in one volume a summary of pertinent unsteady-state flow equations and their solutions. | L00310 Movement of Underground Water in Contact with Natural Gas | This research was initiated to bring together the knowledge required to predict water movement in gas storage operations. The goal was to develop calculation procedures, which could be utilized directly […] | publish | Uncategorized | open | open | l00310-movement-of-underground-water-in-contact-with-natural-gas | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00310-movement-of-underground-water-in-contact-with-natural-gas/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 10/03/1977 | 2460 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | For some 35 years groundwater hydrologists, and natural gas and oil reservoir engineers have studied the pressure-time response of a well to a change in production rate. Analysis of this sort of data can lead to information on well and reservoir character not available from any other current method. Examples include need for well stimulation, results of well stimulation (length of fractures, etc.), average in-place permeability, formation and wellbore storage, and presence of flow barriers and drainage limits, to list just a few items. But well test analysis for reservoirs which contact active water has been studied only in a limited way. Modern gas storage in aquifers and old gas or oil reservoirs, and conventional gas and oil reservoir studies require this information. This monograph presents the results of a two-year study of water-drive well test analysis. Several computer programs capable of calculating the behavior of multiwell water-drive reservoirs were prepared. The programs superposed continuous line-source wells in infinite arrays to generate the unsteady pressure fields resulting from production of one or more wells in ideal rectangular reservoirs. Both producing pressures and shut-in pressures were examined to determine generally useful interpretative rules for reservoir analysis. In addition, it was possible to compute and plot the locations of stream lines moving from water interfaces to each well. The dividing stream line between well pairs was studied carefully to determine factors influencing the drainage areas of water-drive wells. | L00311 Gas Well Test Analysis under Water-Drive Conditions | For some 35 years groundwater hydrologists, and natural gas and oil reservoir engineers have studied the pressure-time response of a well to a change in production rate. Analysis of this […] | publish | Uncategorized | open | open | l00311-gas-well-test-analysis-under-water-drive-conditions | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00311-gas-well-test-analysis-under-water-drive-conditions/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/04/1963 | 2461 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report is divided into two parts. Part A contains field test procedures and measurement and analysis techniques for compressor station noise. The results of a field test program conducted at nine mainline compressor stations are also included. Part B discusses various techniques for suppressing compressor station noise, including an evaluation of a noise treatment method applied at a typical mainline compressor station. | L00330 Noise Abatement Volume IV – Noise Measurement and Suppression at Gas Compressor Stations | This report is divided into two parts. Part A contains field test procedures and measurement and analysis techniques for compressor station noise. The results of a field test program conducted […] | publish | Uncategorized | open | open | l00330-noise-abatement-volume-iv-noise-measurement-and-suppression-at-gas-compressor-stations | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00330-noise-abatement-volume-iv-noise-measurement-and-suppression-at-gas-compressor-stations/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 01/12/1970 | 2462 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This manual is based on the findings of PAR Research Project NX-19 initiated by the Pipeline Research Committee in 1956 upon the recommendation of the Gas Measurement Committee. The initial purpose was to extend the range of the A.G.A. Supercompressibility Factor Tables published in 1955, 1956. However, a significant out-come of the project was that in addition to providing the basic data for extending the range, a base equation for calculation of supercompressibility factors was developed. Benefit: The methods, tables, and equations presented in this manual provide extended ranges of coverage, simplification of use, and broadening of the applicability of the procedures published in A.G.A. Gas Measurement Committee Report No. 3. Orifice Metering of Natural Gas." To determine a supercompressibility factor for natural gas" | L00340 Manual for Determination of Supercompressibility Factors | This manual is based on the findings of PAR Research Project NX-19 initiated by the Pipeline Research Committee in 1956 upon the recommendation of the Gas Measurement Committee. The initial […] | publish | Uncategorized | open | open | l00340-manual-for-determination-of-supercompressibility-factors | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00340-manual-for-determination-of-supercompressibility-factors/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/05/1977 | 2463 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The initial objective of this program was to define noise effects and criteria both for employee hearing protection and prevention of community noise intrusion, and thereafter turned to the development of analytical and engineering techniques to identify, diagnose, and control noise problems at gas pipeline installations. A first and vitally important step in any effective noise program is the development of a systematic approach to defining existing noise conditions and evolving a comprehensive control approach. Effective noise control programs can be developed which both evaluate compliance and identify the nature and intensity of significant sources without overreaction or over-expenditure. This report shows the major steps needed in any noise abatement program. | L00377 Noise Control Handbook Volumes 1 and 2 | The initial objective of this program was to define noise effects and criteria both for employee hearing protection and prevention of community noise intrusion, and thereafter turned to the development […] | publish | Uncategorized | open | open | l00377-noise-control-handbook-volumes-1-and-2 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00377-noise-control-handbook-volumes-1-and-2/ | 0 | 0 | raw | default | 50 | Compressor & Pump Station | |||||||
| 01/03/1966 | 2464 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | While the expansion of the gas market does and will continue to foster the search for new gas reserves in areas of acute need, development of new ideas, new techniques and new concepts for gas storage must be explored if the industry is to meet the long range requirements of the expanding gas market. Storage of natural gas in subsurface but nonporous media has recently been suggested. Storage in dissolved salt caverns, in mined or natural caverns, in underground cavities induced by nuclear explosions and underwater storage have all been subject to studies in order to evaluate their engineering possibility and economic feasibility. Analysis and evaluation of all these new concepts for potential use in gas storage is the object of this three year research program. | L00400 New Concepts in Underground Storage of Natural Gas | While the expansion of the gas market does and will continue to foster the search for new gas reserves in areas of acute need, development of new ideas, new techniques […] | publish | Uncategorized | open | open | l00400-new-concepts-in-underground-storage-of-natural-gas | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00400-new-concepts-in-underground-storage-of-natural-gas/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/06/1967 | 2465 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The use of aquifers for storing gas underground has posed new problems for the natural gas industry. One does not have the advantages of converting an existing gas field into a storage project. In such cases, the original gas accumulation is sufficient proof that a reservoir exists in which gas can be stored. In the case of aquifers, however, the operator must first find an adequate geologic structure in which a suitable reservoir rock is located. This usually is solved by the application of existing exploration techniques, although the search for an aquifer storage site is normally carried out in much more detail than would ever be considered necessary in exploring for oil or gas. The most critical problem that the operator must face in aquifer storage is that of determining the tightness of the caprock layers overlying the intended storage zone. Having found a suitable site, the operator must attempt to answer the question: "Will gas leak through the caprock?". A number of aquifer storage projects have been hampered by migration of gas out of the intended storage zone. | L00450 Interpretation of Aquifer Gas Storage Conditions from Water Pumping Tests | The use of aquifers for storing gas underground has posed new problems for the natural gas industry. One does not have the advantages of converting an existing gas field into […] | publish | Uncategorized | open | open | l00450-interpretation-of-aquifer-gas-storage-conditions-from-water-pumping-tests | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00450-interpretation-of-aquifer-gas-storage-conditions-from-water-pumping-tests/ | 0 | 0 | raw | default | 199 | Legacy | |||||||
| 01/08/1973 | 2466 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This investigation of the pollution aspects of the hydrostatic test effluent concerned three separate phases: (1) the study of the existing and new 1972 water pollution laws pertinent to this type of water pollution, (2) the characterization of the hydrostatic test water effluent as a possible pollutant, and (3) evaluation of treatment methods of the hydrostatic test water prior to its return to receiving waters. It was determined that the polluting parameters of the hydrostatic test water that were significant were iron and chemical oxygen demand (COD). In new pipelines concentrations of iron and COD are low in old pipelines the iron concentration is high for the entire dewatering period and will usually, therefore, require treatment before being returned to the receiving state waters. | L01974 Characterization and Treatment Evaluation of Hydrostatic Test Water Effluent | This investigation of the pollution aspects of the hydrostatic test effluent concerned three separate phases: (1) the study of the existing and new 1972 water pollution laws pertinent to this […] | publish | Uncategorized | open | open | l01974-characterization-and-treatment-evaluation-of-hydrostatic-test-water-effluent | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l01974-characterization-and-treatment-evaluation-of-hydrostatic-test-water-effluent/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/09/1974 | 2467 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Increased problems associated with the production of gas from water depths greater than 200 feet prompted the investigation the adequacy of existing engineering data for prediction of the forces acting on unburied pipelines in these deeper water depths. Over 100 specific cases of pipeline or platform damage or movement due to hurricanes were analyzed to determine the principal reason for the damage. Limited overwater meteorological analysis existed; therefore, hurricane surface wind fields (as a function of time and distance) had to be developed from raw data such as obtained from aircraft reconnaissance, ship reports of wind, wave and swell, and land stations. Detailed analyses were made for these storms and correlations between these storms and the actual pipeline damage pattern they produced were accomplished. Pipeline risk criteria are dependent on the frequency of occurrence and the size, intensity, path and speed of advance of major storms. The significance of each of the storm variables is presented. Large, slowly moving storms cause considerably more pipeline damage than smaller more intense storms that move more quickly. This analysis has also made possible estimates of the lift and drag forces acting on pipelines on the sea floor. Bottom particle velocities and accelerations associated with these forces can be estimated from these data. Eight appendixes and a set of pertinent tables and functions are included to simplify the engineer's analysis work. Appendixes consist of (A) initial pipe settlement, (B) gravitational loading, (C) Airy wave theory, (D) Stoke's wave theory, (E) pipeline stability, (F) vortex shedding, (G) pipe span loading and (H) constructional loading. | L10274 Forces Acting on Unburied Off-Shore Pipelines-Adequacy of Engineering Data to Predict These Forces | Increased problems associated with the production of gas from water depths greater than 200 feet prompted the investigation the adequacy of existing engineering data for prediction of the forces acting […] | publish | Uncategorized | open | open | l10274-forces-acting-on-unburied-off-shore-pipelines-adequacy-of-engineering-data-to-predict-these-forces | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l10274-forces-acting-on-unburied-off-shore-pipelines-adequacy-of-engineering-data-to-predict-these-forces/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/01/1977 | 2468 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Drag reduction in single-phase and in two-phase slug flow is well known and fairly extensively documented. However, research on drag reduction in two-phase mist or annular-mist flow such as encountered in wet gas transmission lines was non-existent. The initial objective of this project was to determine the feasibility of drag reduction on two-phase mist flow. Subsequent objectives were to screen available hydrocarbon soluble drag reducers and to develop correlations for predicting drag reduction behavior when natural gas and a hydrocarbon liquid flow in pipes with a drag reducer. | L11477 Drag Reduction in Two-Phase Gas-Liquid Flow | Drag reduction in single-phase and in two-phase slug flow is well known and fairly extensively documented. However, research on drag reduction in two-phase mist or annular-mist flow such as encountered […] | publish | Uncategorized | open | open | l11477-drag-reduction-in-two-phase-gas-liquid-flow | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l11477-drag-reduction-in-two-phase-gas-liquid-flow/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/11/1977 | 2469 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Steel pipe casing used in underground gas storage is subject to corrosion primarily on the outside pipe surface. Corrosion in the form of pitting and wall thinning can cause serious maintenance and operational problems. Early detection and characterization of corrosion in downhole pipe casing used in underground gas storage can provide considerable savings for the gas industry. Current magnetic and alternating current methods available from inspection service companies do not provide the desired defect definition and size characterization for making decisions regarding repairing, replacing, or abandoning the string. The purpose of this program was to investigate techniques of improving downhole inspection tools using the latest state-of-the-art eddy current technology. Major areas of investigation centered on (1) use of multiple frequencies rather than a single frequency for coil excitation and signal output, (2) improvements and additions to signal processing, and (3) incorporation of a side coil in the downhole inspection tool. Results of this study indicate that MFEC data can be processed to remove unwanted pipe variables (e.g., magnetic variations) to provide increased sensitivity compared to raw single frequency data. A comparison of results obtained with the side receiver coil with those obtained with an annular receiver coil show that the side coil is more sensitive topitting. Recommendations are made to well logging companies and or technology companies interested in designing and developing a downhole inspection tool incorporating these improvements having the highest potential into an existing well logging tool for field evaluation and further development of the most promising approaches for developing an improved field inspection device. | L11577 Development of Techniques for Improving Downhole Inspection of Steel Pipe Casing | Steel pipe casing used in underground gas storage is subject to corrosion primarily on the outside pipe surface. Corrosion in the form of pitting and wall thinning can cause serious […] | publish | Uncategorized | open | open | l11577-development-of-techniques-for-improving-downhole-inspection-of-steel-pipe-casing | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l11577-development-of-techniques-for-improving-downhole-inspection-of-steel-pipe-casing/ | 0 | 0 | raw | default | 995 | Legacy | |||||||
| 01/01/1977 | 2470 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM |
A research investigation was undertaken to determine the rate of movement of selected inhibitors in various soils. Most of the research dealt with soluble phosphates. The use of chromates as soil additives was not considered feasible because of the toxicity of chromates, and silicates were not as effective as phosphate in inhibiting stress-corrosion cracking. The investigation consisted of the following four parts:
A brief literature survey on the movement of phosphates in soils A laboratory investigation of the horizontal movement of phosphates and silicates in selected soils A limited field study of the downward movement of phosphates in a clay soil A laboratory investigation of the downward movement of phosphates in various soils. |
L11777 Addition of Inhibitors to the Soil Above Pipelines to Minimize Stress-Corrosion Cracking | A research investigation was undertaken to determine the rate of movement of selected inhibitors in various soils. Most of the research dealt with soluble phosphates. The use of chromates as […] | publish | Uncategorized | open | open | l11777-addition-of-inhibitors-to-the-soil-above-pipelines-to-minimize-stress-corrosion-cracking | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l11777-addition-of-inhibitors-to-the-soil-above-pipelines-to-minimize-stress-corrosion-cracking/ | 0 | 0 | raw | default | 395 | Legacy | |||||||
| 22/04/1977 | 2471 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report describes an investigation of the susceptibilities of high-strength controlled-rolled line pipe steels to hydrogen stress cracking (HSC) and the effect of long-term cathodic charging with hydrogen on their mechanical properties. Studies of the susceptibility of higher strength, controlled rolled steels to hydrogen-stress cracking and of the effect of longtime cathodic charging with hydrogen on the mechanical properties of those steels were conducted. Because of the occurrence of these failures, studies were conducted to determine the maximum strength level of steel that could be used for natural gas transmission pipe cathodically protected in the soil without encountering HSC failures. | L11877 Effect of Hydrogen on the Properties of High-Strength Controlled-Rolled Line Pipe Steels | This report describes an investigation of the susceptibilities of high-strength controlled-rolled line pipe steels to hydrogen stress cracking (HSC) and the effect of long-term cathodic charging with hydrogen on their […] | publish | Uncategorized | open | open | l11877-effect-of-hydrogen-on-the-properties-of-high-strength-controlled-rolled-line-pipe-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l11877-effect-of-hydrogen-on-the-properties-of-high-strength-controlled-rolled-line-pipe-steels/ | 0 | 0 | raw | default | 50 | Emerging Fuels | |||||||
| 01/01/1971 | 2472 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objective of this project was to develop a prototype instrumentation system and analysis procedures by which the various components of electrical current existing on a subsurface structure may be identified as to magnitude and source of origin. The resulting prototype equipment and data analysis procedure are called the Interference Monitoring System (IMS). This technique is based on the principle that each distinct source of current in the earth will generally induce current in a structure in a characteristic manner that is unique to the source.The approach was applied to a gas pipeline in western Oregon. Instrumentation recording equipment and analysis procedures were developed and used to effectively demonstrate the capability of the system. | L19710 A System for Detecting and Measuring Interference | The objective of this project was to develop a prototype instrumentation system and analysis procedures by which the various components of electrical current existing on a subsurface structure may be […] | publish | Uncategorized | open | open | l19710-a-system-for-detecting-and-measuring-interference | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l19710-a-system-for-detecting-and-measuring-interference/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/01/1969 | 2473 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The reports presents the results of a laboratory and engineering study to define 1) the detrimental effects that earth currents of high voltage direct current (HDVC) origin have on a buried pipeline; 2) methods that may be used to mitigate these effects; and 3) representative costs for a reasonable protection system. The report also includes the results of a field demonstration of an automatically controlled rectifier arranged to provide corrosion or coating disbonding protection.The study concluded that the detrimental effects of HVDC on the pipeline simulated in these laboratory studies can be effectively mitigated by any one or a combination of the following methods: 1) longitudinal cable; 2) cable to HVDC electrode; 3) multiple rectifier stations; and 4) sacrificial anodes. The mode and related laboratory techniques developed for this study can be used as engineering tools to study and evaluate corrosion problems on buried structures and their alternative solutions to a resolution of about one mile. | L19714 HVDC and Pipeline Protection – A Laboratory Study and Field Tests | The reports presents the results of a laboratory and engineering study to define 1) the detrimental effects that earth currents of high voltage direct current (HDVC) origin have on a […] | publish | Uncategorized | open | open | l19714-hvdc-and-pipeline-protection-a-laboratory-study-and-field-tests | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l19714-hvdc-and-pipeline-protection-a-laboratory-study-and-field-tests/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 02/08/1956 | 2434 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Charpy V-notch impact tests of longitudinally welded line-pipe steels representative of the steel being used by the gas line-pipe industry. The tests were made on the steel of welded pipe specimens from 198 heats of steel submitted by six pipe manufacturers in sizes of pipe from 2O in. to 34 in. in diameter and from 0.281" to 0.375" wall thickness. All of the impact tests were from the fabricated and expanded pipe; the tested steel was away from the weld about 90 ° from the longitudinal weld. The Charpy bars were two-thirds of the normal thickness. All of the steels were tested transversely and some also longitudinally. | ARF-B566-R01 Investigation of the Notch Toughness of Gas Line Pipe Steels | Charpy V-notch impact tests of longitudinally welded line-pipe steels representative of the steel being used by the gas line-pipe industry. The tests were made on the steel of welded pipe […] | publish | Uncategorized | open | open | arf-b566-r01-investigation-of-the-notch-toughness-of-gas-line-pipe-steels | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/arf-b566-r01-investigation-of-the-notch-toughness-of-gas-line-pipe-steels/ | 0 | 0 | raw | default | 5.000 | Legacy | |||||||
| 31/01/2013 | 2435 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Provides industry-based BASM guidance to BSEE pertaining to certain alternate procedures and equipment (alternate compliance) requests from the regulations in 30 CFR 250 Subpart J, specifically paragraphs 250.1002 and 250.1003. These guidelines pertain specifically to hydrotesting of deepwater pipeline system tiebacks from subsea wells to surface-based floating production systems and deepwater export pipeline and riser systems to downstream facilities under DOI jurisdiction. This report was downloaded from the PHMSA website. | BSEE-1451110 Formulating Guidance on Hydrotesting Deepwater Oil and Gas Pipelines | Provides industry-based BASM guidance to BSEE pertaining to certain alternate procedures and equipment (alternate compliance) requests from the regulations in 30 CFR 250 Subpart J, specifically paragraphs 250.1002 and 250.1003. […] | publish | Uncategorized | open | open | bsee-1451110-formulating-guidance-on-hydrotesting-deepwater-oil-and-gas-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/bsee-1451110-formulating-guidance-on-hydrotesting-deepwater-oil-and-gas-pipelines/ | 0 | 0 | raw | default | 2.033 | Legacy | |||||||
| 24/02/2006 | 2436 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | An AUT round robin was conducted at the McDermott facility in Batam, Indonesia, to evaluate multi- and PA probe techniques for inspection of pipe girth welds under actual tropical field conditions in August 2004. In addition, to the electrical noise tests, the welds were also scanned before and after heating to determine the effects of temperature on the test results. | DTRS56-03-T-0012 Ultrasonic Inspection and Assessment Methods for Pipeline Girth Welds and Repair Welds | An AUT round robin was conducted at the McDermott facility in Batam, Indonesia, to evaluate multi- and PA probe techniques for inspection of pipe girth welds under actual tropical field […] | publish | Uncategorized | open | open | dtrs56-03-t-0012-ultrasonic-inspection-and-assessment-methods-for-pipeline-girth-welds-and-repair-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/dtrs56-03-t-0012-ultrasonic-inspection-and-assessment-methods-for-pipeline-girth-welds-and-repair-welds/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/07/2006 | 2437 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The objectives of this program are to develop methods based on sound fundamental principles to estimate: (1) external corrosion rates, especially in CP shielded areas, and (2) internal corrosion rates by considering pipeline-relevant factors for gas and liquid lines. Mathematical models will be developed to achieve the above goal. The models will be compared with field and laboratory data for validity and the models will be simplified to a format that is applicable to pipeline operators to estimate pipeline external or/and internal corrosion rate. It is recognized that the development of fundamental, physics-based models to predict corrosion rates for each of these areas is a daunting task. Therefore, this project aims to develop models that can be used to predict the pipeline corrosion rate in some scenarios that are relatively conservative and are expected to occur more commonly in the field. The goals were (1) external corrosion rate calculation, (2) internal corrosion rate calculation, (3) validation of the external corrosion rate calculation, (4) field validation of the internal corrosion rate calculation, and (5) reporting and recommendations. | DTRS56-04-T-0002 Determining Reassessment Intervals Through Corrosion | The objectives of this program are to develop methods based on sound fundamental principles to estimate: (1) external corrosion rates, especially in CP shielded areas, and (2) internal corrosion rates […] | publish | Uncategorized | open | open | dtrs56-04-t-0002-determining-reassessment-intervals-through-corrosion | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/dtrs56-04-t-0002-determining-reassessment-intervals-through-corrosion/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/07/2006 | 2438 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This project was completed to support the development of a guidance note for the disposition of welds interacting with pipe wall mechanical damage (dents, wrinkles, and ovality) and thus allow a more rational treatment of these forms of damage. The intent is not to evaluate the life of welds interacting with dents wrinkles and ovality, but rather to identify when the interaction is significant and needs to be considered explicitly. Based upon the criteria developed in this project, inspection results that indicate the presence of pipe wall deformation in the vicinity of a girth weld or long seam weld can be used to assess if the interaction is significant and must be treated as a repairable defect. This project report includes a discussion of the following work: · Development of criteria for weld interaction with restrained rock dents, pipe ovality, and wrinkles; · Development of a means of considering pressure fluctuation severity in these criteria, and · Development of guidance and recommendations on how to consider the effects of soil confinement. The criteria do not predict the actual life of a mechanical damage feature, but instead, present a means of defining the interaction distance between a damage feature and a weld. The processes have been established based on numerical modeling results with a detailed consideration of the effects of both physical and numerical variables. Due to the virtually limitless combination of weld seam geometries, weld quality, and residual stress fields, these parameters were not explicitly included in the numerical models. Instead, potential weld quality issues and residual stresses are addressed using an appropriate and conservative fatigue design curve while the weld geometry effects have been included with the selection of a stress concentration factor applied to the numerical modeling results. | DTRS56-04-T-0009 Evaluation of the Interaction of Mechanical Damage and Welds | This project was completed to support the development of a guidance note for the disposition of welds interacting with pipe wall mechanical damage (dents, wrinkles, and ovality) and thus allow […] | publish | Uncategorized | open | open | dtrs56-04-t-0009-evaluation-of-the-interaction-of-mechanical-damage-and-welds | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/dtrs56-04-t-0009-evaluation-of-the-interaction-of-mechanical-damage-and-welds/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/02/1960 | 2439 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report describes research done to determine the effect of pipe roughness on orifice meter accuracy. This report specifically analyzes a four-inch diameter tube. Results of the study conclude that tubes of this size can be honed without affecting their accuracy. As an overall conclusion from this and previous studies in normal metering practice, the honing of tubes will not change the coefficient in any pipe size. It is recommended that honing or polishing of meter tubes is permitable and further investigation of roughness effect is no necessary. | L00000 Effect of Pipe Roughness on Orifice Metering Accuracy | This report describes research done to determine the effect of pipe roughness on orifice meter accuracy. This report specifically analyzes a four-inch diameter tube. Results of the study conclude that […] | publish | Uncategorized | open | open | l00000-effect-of-pipe-roughness-on-orifice-metering-accuracy | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00000-effect-of-pipe-roughness-on-orifice-metering-accuracy/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/07/1970 | 2440 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report presents the results of extended investigations into aspects of steady flow in gas pipelines. The essential problem under study was the accurate specification of flow behavior in operating pipelines. Coupled with the information of previously existing analytic theory and the results of extensive laboratory experiments, this effort could then be considered to furnish the third essential element of substantiation of a fully general picture of pipeline flow behavior. To accurately evaluate the nature of the transmission factor, an extensive experimental program was initiated in which tests were run and data gathered on the friction encountered by gas flowing in seamless pipe sections and in tubes with specially prepared interiors. There are three main areas of investigation. First, procedures for line performance testing are established which will permit an analysis of line performance or flow behavior to the same degree of accuracy as the flow metering technique employed. Recommendations are made concerning the use of test equipment. Techniques are given for the evaluation of the accuracy of all test data and calculated results. Second, the use of tracers for flow measurement is discussed. Two more accurate tracer metering techniques are presented. Third, a review of flow behavior theory, a summary of laboratory experiments on flow behavior, and the results of the analysis on over 40 pipeline tests is discussed. This material is used to develop a pair of pipeline flow equations valid for operating conditions in contemporary American transmission systems. | L00007 Steady Flow in Gas Pipelines | This report presents the results of extended investigations into aspects of steady flow in gas pipelines. The essential problem under study was the accurate specification of flow behavior in operating […] | publish | Uncategorized | open | open | l00007-steady-flow-in-gas-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00007-steady-flow-in-gas-pipelines/ | 0 | 0 | raw | default | 150 | Legacy | |||||||
| 01/03/1978 | 2441 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A theoretical basis for predicting the speed of axial crack propagation and conditions for crack arrest in pipelines was developed and based on a formulation that would be independent of full-scale pipe experiments. This capability would aid in designing pipe experiments and assist in specifying pipeline crack arrest requirements. While exhibiting some degree of success, the model has not been completely adequate for these purposes. The present work was undertaken to fortify some known deficient aspects of the model in order to complete the work. The development of a mathematical model for steady-state crack propagation in a pressurized pipe is described. Recent work was focused on a key parameter in the model--the location of the plastic yield hinge relative to the moving crack tip. This quantity was determined by forcing agreement with crack speeds observed in the full-scale line pipe tests. The maximum crack driving force predicted by the model is taken as a measure of the minimum fracture toughness value required for crack arrest. Comparisons with existing empirical formulations for the minimum required Charpy energy given in this report demonstrates that this approach is quite reasonable. Simple predictive formulas for backfill and non-backfill conditions approximating the exact prediction of the model are supplied for use in line pipe design. | L00033 A Theoretical Model for Crack Propagation and Arrest in Pressurized Pipelines | A theoretical basis for predicting the speed of axial crack propagation and conditions for crack arrest in pipelines was developed and based on a formulation that would be independent of […] | publish | Uncategorized | open | open | l00033-a-theoretical-model-for-crack-propagation-and-arrest-in-pressurized-pipelines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00033-a-theoretical-model-for-crack-propagation-and-arrest-in-pressurized-pipelines/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 22/09/1978 | 2442 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report reviews the status of the on-going research to investigate preventive measures for stress-corrosion cracking, the mechanism by which stress-corrosion cracks unite to form critically sized defects, and methods for preventing the initiation and propagation of fractures from a cluster of stress-corrosion cracks. It is important to remember that this report is based on research that is in progress and that has not been completed. Consequently, the findings must be considered as tentative and subject to alteration depending upon the nature of the future research results. However, since it may be advisable to take some action to prevent future stress-corrosion-cracking failures before all of the research has been completed, this report was prepared to provide a summary of our present understanding of the situation. The discussions in this report are not directed to any particular pipeline. | L00034 Preventive Measures for Stress-Corrosion Cracking Fracture Initiation and Fracture Propagation | This report reviews the status of the on-going research to investigate preventive measures for stress-corrosion cracking, the mechanism by which stress-corrosion cracks unite to form critically sized defects, and methods […] | publish | Uncategorized | open | open | l00034-preventive-measures-for-stress-corrosion-cracking-fracture-initiation-and-fracture-propagation | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00034-preventive-measures-for-stress-corrosion-cracking-fracture-initiation-and-fracture-propagation/ | 0 | 0 | raw | default | 850 | Legacy | |||||||
| 17/04/1978 | 2443 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | The properties of a pipe fitting reported by the manufacturer normally are measured using test specimens prepared from trim material that is removed from the fitting after forming and that, subsequently, is welded to the fitting for heat treatment with the fitting. The goals of this investigation were to determine the uniformity of properties in a representative fitting and to determine how well properties measured on test specimens cut from the fitting match the manufacturer's test report. A quenched and tempered 30 x 30 x 30 inch straight tee fitting was used in this study. The yield strength and ultimate tensile strength only varied a few ksi at the various locations examined. Total elongation was slightly lower in specimens with the major axis transverse to the plate rolling direction. Energy-absorption values from longitudinal Charpy V-notch tests at 20 F showed significant variation, ranging from 37 to 86 ft-lbs. The measured tensile yield strength was about 15 ksi lower than that reported by the manufacturer. Finally, limited studies to determine the effects of stress-relief treatments showed that stress relieving for 1 hour at 1100 F reduced energy adsorption values by about 25 ft-lbs. A similar treatment for 5 hours at 950 F had little effect on the tensile or impact properties. | L00035 Examination of the Properties of Quench and Tempered Fitting | The properties of a pipe fitting reported by the manufacturer normally are measured using test specimens prepared from trim material that is removed from the fitting after forming and that, […] | publish | Uncategorized | open | open | l00035-examination-of-the-properties-of-quench-and-tempered-fitting | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00035-examination-of-the-properties-of-quench-and-tempered-fitting/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 05/11/1978 | 2444 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A research program has been successfully conducted to identify the factors that lead to failure in pipeline coatings. Numerous factors have been identified and are addressed in this report. Data have been organized to permit many of these specific findings to be immediately useful to industry. The five-year program was initiated with panel studies, which were instrumental in setting the direction of the major research effort. A document covering the literature of adhesion was also prepared early in the program. This provided the technical foundation on which the major research effort was organized. The primary objective of all laboratory studies has been to identify the factors, which lead to failure in pipeline coatings. Generic types of coatings studied in the program have included coal tars, thermoplastic tapes, and thermoset epoxies. Numerous factors have been identified and are discussed in detail in this report. | L00036 Line Pipe Coating Analysis Volume 1 Laboratory Studies and Results | A research program has been successfully conducted to identify the factors that lead to failure in pipeline coatings. Numerous factors have been identified and are addressed in this report. Data […] | publish | Uncategorized | open | open | l00036-line-pipe-coating-analysis-volume-1-laboratory-studies-and-results | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00036-line-pipe-coating-analysis-volume-1-laboratory-studies-and-results/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/11/1978 | 2445 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Several questions have been raised in the past regarding the adhesion of pipe coatings. These questions were: What is the nature of the adhesiveness between coating and substrate? How does this characteristic vary with material and with processing history? And what causes bond failure? The technical literature concerned with the above questions is bountiful, and the specific knowledge and research techniques have advanced to a fairly sophisticated level. The objective of the work covered by this report was to explore the technical literature concerning adhesion, particularly with reference to the adhesion of pipe line coatings to steel pipe, to prepare a critical review of the present state-of-the-art, and to locate obvious gaps in our knowledge. | L00037 Line Pipe Coating Analysis Volume 2 Topical Report on Adhesion | Several questions have been raised in the past regarding the adhesion of pipe coatings. These questions were: What is the nature of the adhesiveness between coating and substrate? How does […] | publish | Uncategorized | open | open | l00037-line-pipe-coating-analysis-volume-2-topical-report-on-adhesion | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00037-line-pipe-coating-analysis-volume-2-topical-report-on-adhesion/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 31/05/1978 | 2446 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Hydrogen-stress cracking (HSC) has occurred in natural gas transmission pipelines only in localized hard regions in the pipe wall (hard spots) or in hard weld zones. A specific factor that results in the initiation of HSCs in some hard spots is the possible variation in localized electrolytic cell conditions that could exist because of variations in microstructure, hardness, and residual stress in those regions. This paper presents the results of a study of these variations. The first part of the study evaluates whether local variations in pipe-to-soil potential existed in hard spot regions subjected to an imposed potential. The second part involves monitoring the current flow and hydrogen entry into high-strength, line-pipe steels as a function of the imposed half-cell potential.It was concluded that the variation in potential was greater for a section of pipe removed from a hard spot than it was for a section that did not contain a hard spot. No correlation was found between the hardness variations and the half-cell potential variations. Consequently, factors such as surface condition of the pipe or variations in the residual stresses may influence the value of the half-cell potential and the amount of variation in the half-cell potential in hard-spot regions. The variations in half-cell potential that can occur in hard spots and the variations in residual stress that have been measured in hard spots do aid in explaining why the cracks that occur in hard spots frequently initiate at locations other than the hardest region. | L00038 Variations in Electrolytic-Cell Conditions in Hard-Spot Regions of Line Pipe | Hydrogen-stress cracking (HSC) has occurred in natural gas transmission pipelines only in localized hard regions in the pipe wall (hard spots) or in hard weld zones. A specific factor that […] | publish | Uncategorized | open | open | l00038-variations-in-electrolytic-cell-conditions-in-hard-spot-regions-of-line-pipe | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00038-variations-in-electrolytic-cell-conditions-in-hard-spot-regions-of-line-pipe/ | 0 | 0 | raw | default | 50 | Emerging Fuels | |||||||
| 17/04/1978 | 2447 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In the application of thin-film epoxy coatings, pipe is heated up to 450 F for as long as 1 hour. To determine the effects, if any, this thermal treatment has on X60 pipe, the properties of two adjacent 3-foot long sections of 30-inch diameter X60 pipe were compared. One pipe had been epoxy coated at a commercial coating facility. | L00039 Changes in Properties of an X60 Pipe as a Consequence of Applying a Thin-Film Epoxy-Resin Coating | In the application of thin-film epoxy coatings, pipe is heated up to 450 F for as long as 1 hour. To determine the effects, if any, this thermal treatment has […] | publish | Uncategorized | open | open | l00039-changes-in-properties-of-an-x60-pipe-as-a-consequence-of-applying-a-thin-film-epoxy-resin-coating | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00039-changes-in-properties-of-an-x60-pipe-as-a-consequence-of-applying-a-thin-film-epoxy-resin-coating/ | 0 | 0 | raw | default | 50 | Corrosion | |||||||
| 01/02/1958 | 2448 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | Pipeline flow efficiency test data are reported for 16 natural gas transmission pipelines ranging from 12 to 55 inches in diameter. The data were taken in accordance with recommended procedures developed for obtaining maximum data reliability. For each pipe line section, data were obtained at several flow rates so that the effect of flow rate on transmission factor and flow efficiency could be determined. It is concluded that, within experimental error, pipeline transmission factors are independent of flow rate for fully-developed turbulent flow, which is represented by the operating conditions normally encountered. At lower turbulent flow rates, smooth-pipe behavior is encountered. Insufficient eviderce exists for assumption of any particular type of transition from smooth-pipe to fully-turbulent behavior. | L0007 Flow Phenomena in Large-Diameter Natural Gas Transmission Lines | Pipeline flow efficiency test data are reported for 16 natural gas transmission pipelines ranging from 12 to 55 inches in diameter. The data were taken in accordance with recommended procedures […] | publish | Uncategorized | open | open | l0007-flow-phenomena-in-large-diameter-natural-gas-transmission-lines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l0007-flow-phenomena-in-large-diameter-natural-gas-transmission-lines/ | 0 | 0 | raw | default | 100 | Legacy | |||||||
| 01/02/1935 | 2449 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This document examines the data and formulas used to calculate the flow of natural gas through pipelines. Because of the lack of sufficient data, flow tests were made on 29 pipelines, covering a total of 757 miles. Comparisons were made between the coefficients of friction and the internal diameter of the pipe as expressed by the pipeline flow formulas and as determined from the tests used in this investigation. A special series of tests on small experimental pipeline were made to determine the relative delivery capacities of a pipeline when gas was flowing in the direction of increasing and decreasing diameters. In addition, a study was conducted of the physical and chemical properties of natural gas that influence flow. | L00070 Flow of Natural Gas through High-Pressure Transmission Lines | This document examines the data and formulas used to calculate the flow of natural gas through pipelines. Because of the lack of sufficient data, flow tests were made on 29 […] | publish | Uncategorized | open | open | l00070-flow-of-natural-gas-through-high-pressure-transmission-lines | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00070-flow-of-natural-gas-through-high-pressure-transmission-lines/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 2450 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This monograph consists essentially of two parts. One part reports the results of test, and the other presents correlations of data from the tests. The correlations are designed for computing significant properties of fluids, using data from relatively simple and inexpensive tests as guides. Usually more certain results can be obtained by applying correlations to information from more thorough tests. For this reason, two or more correlations of important properties have been presented, so the engineer may choose between a correlation that may be applied readily and one that gives greater certainty at the expense of additional testing. Although the monograph is intended primarily for application to problems related to the production of gas-condensate fluids, it can be useful in most recovery operations that require mixture of natural gas or processed gas with reservoir oil. These properties are important in an operation that involves the return of gas to a reservoir to obtain gaseous solutions or mobile liquids that will flow through the formation to producing wells. As gas-condensate fluids represent one-fourth or more of the domestic reserves of gas and as nearly one-half of the oil discovered each year is likely to be abandoned ultimately unless improved means are found to move it from its place in the formation to producing wells, the results of research presented in the monograph can have many applications. | L00140 Phase Relations of Gas-Condensate Fluids-Test Results Apparatus and Techniques – Volumes 1 and 2 | This monograph consists essentially of two parts. One part reports the results of test, and the other presents correlations of data from the tests. The correlations are designed for computing […] | publish | Uncategorized | open | open | l00140-phase-relations-of-gas-condensate-fluids-test-results-apparatus-and-techniques-volumes-1-and-2 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00140-phase-relations-of-gas-condensate-fluids-test-results-apparatus-and-techniques-volumes-1-and-2/ | 0 | 0 | raw | default | 50 | Legacy | ||||||||
| 01/05/1959 | 2451 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | A two-year study of the wear history of 84 pipeline compressor engines in relation to the concentrations of metals in the lubricating oils from these engines has demonstrated the feasibility of using lubricating oil analyses as a means of detecting increased rate of wear of engine components prior to their failure in service. Inexpensive emission spectrographic analyses were used to determine the metal content of the lubricating oil samples in the parts per million ranges. The non-detergent lubricating oils from most of the engines, which operated normally during the study contained low concentrations of, wear metals. It was, therefore, possible to indicate tentative upper limits for metal concentrations in non-detergent oils from normally operating engines, However, these limits are applicable only to engines in which oil is well filtered or sufficient new makeup oil is added to keep the wear metal concentrations down. Other exceptions were found where metal-containing lubricants and sealing compounds entered the oil in trace amounts. Several instances of abnormal ring and bearing wear, which occurred during the test program, were indicated by an increase in iron, lead or tin concentrations in the engine lubricating oil up to several months in advance of the necessary part replacement. Although the highest sensitivity to wear rate changes is obtained with clean, non-detergent oils, the method is still useful with detergent oils which tend to retain larger amounts of wear metals in suspension. The information obtained in this study will permit individual pipeline companies to evaluate the merits of lubricating oil analysis as a preventive maintenance tool for their own operations, and will furnish a basic understanding of the methods used to properly interpret the analytical data. | L00200 Wear in Pipeline Engines and Compressors – Methods of Measurement | A two-year study of the wear history of 84 pipeline compressor engines in relation to the concentrations of metals in the lubricating oils from these engines has demonstrated the feasibility […] | publish | Uncategorized | open | open | l00200-wear-in-pipeline-engines-and-compressors-methods-of-measurement | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00200-wear-in-pipeline-engines-and-compressors-methods-of-measurement/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/09/1959 | 2452 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | In an effort to better understand the detrimental effects of noise on worker productivity and general well-being, this report presents data gathered in the following three areas: (1) physiological and psychological effects of sound on man; (2) a nationwide survey of legislation concerning compensation for loss of hearing; and (3) a survey of anti-noise legislation in use in communities in the United States. | L00210 Noise Abatement Volume 1 – Physiological Psychological and Legal Aspects of Noise | In an effort to better understand the detrimental effects of noise on worker productivity and general well-being, this report presents data gathered in the following three areas: (1) physiological and […] | publish | Uncategorized | open | open | l00210-noise-abatement-volume-1-physiological-psychological-and-legal-aspects-of-noise | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00210-noise-abatement-volume-1-physiological-psychological-and-legal-aspects-of-noise/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
| 01/09/1959 | 2453 | Sarah Etier | 22/09/2026 | 22/09/2026 01:24 PM | This report analyzes 15 pipeline locations to obtain the secondary stresses from pressure, thermal, and external loading. The purpose of this study was to examine the significance of these stresses in relation to the design and operation of pipelines.The results show that stresses imposed on pipe by normal construction and handling practices are often quite high and can be detrimental in the operation of a pipeline if they are not relieved by yielding or deflection during construction or proof-testing. | L00220 Measurements of Secondary Stresses in Pipelines L30 | This report analyzes 15 pipeline locations to obtain the secondary stresses from pressure, thermal, and external loading. The purpose of this study was to examine the significance of these stresses […] | publish | Uncategorized | open | open | l00220-measurements-of-secondary-stresses-in-pipelines-l30 | 22/09/2026 | 22/09/2026 01:24 PM | 0 | https://prci.org/report/l00220-measurements-of-secondary-stresses-in-pipelines-l30/ | 0 | 0 | raw | default | 50 | Legacy | |||||||
