Performance Validation of Permanently Installed Guided Wave Tools on Inaccessible Pipelines and Cased Crossings GROUP SPONSORED PROJECT OUTLINE PR 21889 April 2013 Summary This project is concerned with the implementation of improved methods for assessing the condition of difficult-to-access sections of high pressure pipelines in order to facilitate an Integrity Management Program. This situation primarily arises for gas transmission and distribution pipelines which are not suitable for internal in-line inspection (ILI) tools, so-called ‘unpiggable’ pipelines. Of particular concern are cased crossings of roads, railways and rivers, where the external casing prevents direct access to the surface of the carrier pipe for direct assessment, even if it is excavated. The aim is to use enhanced ultrasonic guided wave procedures to ensure full coverage of the cased section and to apply signal analysis processes to allow the size of degradation detected to be determined, so that an integrity assessment may be applied. This situation is particularly acute in the USA where the [US] Pipeline Safety and Improvement Act of 2002 requires operators to implement an Integrity Management Program for cased crossings in High Consequence Areas. Of particular significance is the use of permanently installed sensors linked with time-dependent monitoring to ensure that small increments of change in the condition of the pipeline may be detected to determine if the pipe condition is stable or if it is degrading through, for example, corrosion. TWI has been in the forefront of guided wave developments for more than 20 years and has implemented novel features for guided wave testing evaluated through such bodies as OPS, PRCI and NYSEARCH. Recent developments in both pulse-echo and through-transmission testing, and also in signal analysis, have been incorporated into a real-time monitoring system which will be evaluated under field conditions for pipeline assessment. The outcome of this work will be performance data which will provide pipeline operators with the confidence to use information from guided wave monitoring as part of their Integrity Management Program. TWI Ltd, Granta Park, Great Abington, Cambridge CB21 6AL, UK. Tel: +44 (0)1223 899000 Performance Validation of Permanently Installed Guided Wave Tools on Inaccessible Pipelines and Cased Crossings Project Concept The determination of the condition of high pressure pipelines which are not suitable for internal in-line inspection (ILI) is problematic. Such transmission and distribution lines tend to be buried and have protective coatings which make them inaccessible for easy external inspection access. This is particularly relevant for gas lines. The situation is most significant for sections where the pipeline crosses roads, railways or rivers, where a protective casing is present around the pipe for the length of the crossing. For these sections the outside of the pipe is inaccessible for direct assessment, even when it is excavated, and the costs of exposing the ends of the crossing may be excessive. Consequently, there is a need for a method of determining the condition/integrity of such pipelines in general and that of cased crossings in particular. Pipeline operators in the USA are particularly affected by this as they have to comply with legislation which governs gas pipelines. The PHMSA Guidelines for Integrity Assessment of Cased Pipe for Gas Transmission Pipelines in HCAs, published in March 2010(1), state that: ‘By Act of [US] Congress, the Pipeline Safety Improvement Act of 2002 (as implemented by 49 CFR 192, Subpart O) mandates that all gas transmission pipe in high consequence areas have a baseline integrity assessment and a reassessment using specified methods at least once every 7 years, unless a waiver is granted.’ These guidelines state that where it is not possible to gather sufficient information to determine the integrity of the cased section, excavations and direct examinations are required (unless a hydrotest is performed). Further, the Guidelines state that long range ultrasonic testing using guided waves (GWUT or GWT) is the only ‘Other Technology’ which may be used to provide information about the condition of cased crossings where ILI cannot be applied. However, it is also stated that, for GWT to be accepted as a valid means of Direct Assessment of such pipelines, 100% coverage of the length of the cased section has to be achieved. It is clear that there is considerable benefit for the pipeline operator in using guided wave testing to reduce the number of cased sections which are required to be excavated. However, for this approach to be acceptable to PHMSA there must be some assurance that the required 100% coverage can be attained. Of particular significance is the rate of attenuation (loss) of the ultrasonic energy caused by the presence of coatings on the carrier pipe, plus the effects of end seals and centering spacers within the casing. This limits the valid test distance attainable, even when testing from each end of the casing, such that the 100% coverage is difficult to achieve. Enhancements to the guided wave test performance are therefore required such that full coverage can be assured in the majority of cases. Further, the guided wave tests currently do not provide results which can be used directly as inputs to an integrity assessment using procedures such as ASME B31-G or RSTRENG. There is a need to obtain more quantitative information about the size and location of discontinuities so that their severity may be assessed. This project addresses these issues and is based on the successful implementation of ultrasonic guided wave technology for cased crossing evaluation in earlier DoT funded work(2, 3) and a novel technique for flaw sizing using guided waves being developed with support of the pipeline industry(4). The project will be carried out by TWI, a key player in the development of guided wave testing for pipes since its inception and through its subsidiary, Plant Integrity Ltd, which supplies guided wave test equipment and services. Two vital elements related to inspection of cased crossings will be studied, namely assurance of the complete coverage of the crossing from the accessible ends and generation of relevant information about anomalies and flaws in the crossing so that recognized fitness for purpose standards may be applied. This is achieved by using an automated monitoring approach with permanently installed sensors. The project brings together developments carried out by TWI on flaw sizing using guided waves, procedure enhancement for coated pipelines and automation of long-term monitoring techniques. This has several important advantages: Repeated monitoring using permanent sensors allows complex, but constant, responses from features in the crossing – end seals, centering spacers, welds and other appurtenances – to be calibrated out and only changes in condition detected, The RATE of change of condition may be determined, thereby leading to prioritisation of remedial actions by the operator among many inaccessible regions, Quantitative assessment of flaw size allows engineering assessments to be made about pipeline condition, satisfying the legislative requirements of an Integrity Management Program. The aim of the project is to validate the performance of the long-term monitoring & surveillance system for detection and evaluation of time-dependent degradation in pipelines, with special reference to cased road crossings. A key element will be to bring the findings to the attention of the relevant authorities, notably US DoT/PHMSA in order to gain approval for the use of such methods to avoid alternative requirements, such as hydrotest and to update current guidelines for guided wave examination (5). TWI Ltd, Granta Park, Great Abington, Cambridge CB21 6AL, UK. Tel: +44 (0)1223 899000 Performance Validation of Permanently Installed Guided Wave Tools on Inaccessible Pipelines and Cased Crossings Objectives The overall objective of this project is to provide pipeline operators with data to define the performance of an integrated ultrasonic guided wave monitoring system, using permanently installed sensors, for determining the condition of inaccessible lengths of pipeline, with special reference to cased crossings. The specific objectives are: Demonstration of the ability of the system to achieve full coverage of pipeline/cased sections. The crossing lengths to be studied and pipeline diameters and thicknesses will be determined by the funding partners in the project, but these will be of sizes relevant to the gas transmission and distribution industries. Determination of system stability for long term monitoring and hence establish the limit of sensitivity for detection of pipeline flaws. Demonstration of the capability to determine the presence of flaws under field conditions. Demonstration of the capability to establish the growth of time-dependent degradation, such as corrosion, over the monitoring period. Demonstration of the capability of the system to quantify the size of flaws detected so that an Integrity Management Program may be implemented. Presentation of the results/evidence of performance to the relevant regulatory bodies. Benefits The main outcomes of the project are: The availability of data to support the application of non-invasive technology for in-service monitoring of the Cased crossings. Such data are required for both internal justification by the operators for the use of this technique and as evidence to support cases to regulatory bodies for its application. The subsequent provision of a service by TWI and its Affiliates which will allow this technology to be available to industry. Sponsors of the project will receive a discount on services provided by TWI or its Affiliates. The use of permanent monitoring will allow: Direct inspection intervals to be extended with minimal degradation and quantitative information about the condition of the pipe that can be input into FFS calculations. Identification and prioritisation of crossings that require action for examination and repair. The long-term benefits to Project Sponsors of the application of non-invasive technology are: Savings in the indirect consequential costs of both inspecting these lines and for hydrotesting. Improved knowledge based long-term planning and minimisation of disruption to management operations. Reduction in the likelihood of leaks occurring in these pipelines and associated environmental contamination, through prioritisation. Reduced risk of catastrophic failure, fire and explosion. Demonstration of added safety in high population or environmentally critical areas. Demonstration of added diligence on older pipelines reaching thickness limits. Continuous information on pipe management. Copyright © TWI Ltd 2013 condition to enable better risk, integrity, and maintenance Performance Validation of Permanently Installed Guided Wave Tools on Inaccessible Pipelines and Cased Crossings Approach The work will consist of instrumenting representative pipe sections with TWI’s novel guided wave monitoring tooling and carrying out long-term data gathering exercises using enhanced procedures developed for this purpose. The study will assess the performance attained for evaluation of time-dependent degradation and quantify the accuracy of the method. Owing to the inaccessibility of the carrier pipe in cased crossings it is envisaged that most of the work will be carried out on single pipes which are accessible for follow up by other NDT methods. These will be a) full size specimens set up at TWI for detailed evaluation, b) Accessible pipes at sites of funding partners, particularly those pipes where there is an actual corrosion issue that may be monitored. However, if any partner has a cased section which is likely to be excavated or removed from service within the duration of the project, such a crossing could also be monitored. The main areas of study are: System stability – This influences the ultimate sensitivity of the system, Capability for detection of time-dependent degradation (principally corrosion), in conjunction with flaw assessment by other NDT methods, Performance for flaw size determination. This will be carried out both at TWI and at selected sites, agreed with the project sponsors. Representative cased crossings will be manufactured at TWI and corrosion (real and simulated) induced to replicate what happens in industry. The pipe sizes, lengths, coating types etc will be agreed with the sponsors. The performance from the monitoring system may therefore be determined. In addition: For field installations TWI will provide the equipment for the monitoring exercise and will install and maintain it on the sponsor’s facilities. TWI will gather data and will store, analyse and interpret it. Feedback will be given to Sponsors as to the intermediate interpretation of the data. TWI will prepare regular condition reports on the basis of the monitoring data, which will be the basis of comparison with any other examinations carried out. TWI will provide the results from the representative corroded cased crossings at TWI. On presentation of the results of the other examinations, TWI will compare these with any condition reports from the monitoring exercise and prepare a performance report. On completion of all the comparison exercises, a final report will be produced on the overall performance attained by the monitoring system. This will include an assessment of the system’s effectiveness and recommendations for industrial use of the method. The expectation is that project participants will: Make sections of pipe available for this monitoring exercise and facilitate access by TWI for the installation, operation and maintenance of the monitoring systems. Make available the results from any examinations carried out on the crossings being monitored for the purposes of comparison with the monitoring data. In parallel with this, technique development will continue at TWI within the project in order to improve the signal processing and data interpretation methods so that the ability of the non-invasive technique to evaluate cased crossings will be based on state-of-the-art methods. Deliverables The principal deliverable will be a body of evidence to demonstrate the performance of permanent monitoring tools and procedures for cased crossings and other inaccessible lines. These will be presented in: Periodic reports of the performance of the monitoring systems and the initial interpretation of the interim monitoring data. A final report detailing the performance achieved by the monitoring system in comparison with standard methods of determining condition and recommendations for industrial application. TWI Ltd, Granta Park, Great Abington, Cambridge CB21 6AL, UK. Tel: +44 (0)1223 899000 Performance Validation of Permanently Installed Guided Wave Tools on Inaccessible Pipelines and Cased Crossings References 1. ‘Guidelines for integrity assessment of cased pipe for gas transmission pipelines in high consequence areas (HCAs)’, Revision 0, publ. PHMSA, March 1, 2010. http://primis.phmsa.gov/gasimp/documents.htm 2. D D’Zurko, JL Rose, M Avioli, PJ Mudge, P Catton, ‘Validation and enhancement of long range guided wave ultrasonic testing: A key technology for direct assessment of buried pipelines’. Final Report, DoT contract: DTRS56-05-T-0002, 2007 3. P Catton, PJ Mudge, D D’Zurko, JL Rose, ‘An improved methodology for guided wave inspections of pipelines’, Pipeline and Gas Journal, June 2008, pp 36-44. 4. R Sanderson and PJ Mudge, 'Flaw Characterisation Using Guided Waves', TWI Report 19239/3/13, 2013. 5. ‘Guided wave UT Target items for go-no go procedures’ (the ‘18 point’ guidelines), publ. PHMSA, November 2007. Price and Duration The overall estimated price for the work is £375,000 (excluding VAT), which requires £25,000 per company per annum for 3 years (£75,000 total) from each of the 5 Sponsors. It is anticipated that the project will commence with an agreed scope of work with a minimum of 3 Sponsors. Further Information For further information on how a Group Sponsored Project (GSP) runs please visit: http://www.twi.co.uk/services/research-and-consultancy/group-sponsored-projects/ GSP Co-ordinator: Tracey Stocks Email: gsp@twi.co.uk Project Leader: Peter Mudge Email: peter.mudge@twi.co.uk Copyright © TWI Ltd 2013