ASME-ARPEL 2021 International Pipeline Geotechnical Conference最新文献

{"title":"Retrofiting Existing Optical Fiber Infrastructure to Mitigate Geohazard Risk: The TGP Case","authors":"F. Ravet, Alberto Melo, F. Oliveros, E. Rochat","doi":"10.1115/ipg2021-64796","DOIUrl":"https://doi.org/10.1115/ipg2021-64796","url":null,"abstract":"\u0000 Optical fiber cables (OFC) are well known for their use in communications. They offer long distance and fast transmission rate capabilities. OFC are the perfect companion of hydrocarbon and water transport system as part of the physical layer of the communication services and SCADA of the operating companies. As an example, the TGP system has more than 1400 km of cables laid in its Right-of-Way (ROW) which are in use since the beginning of its operation in 2004.\u0000 More recently OFC started to be used as sensors. In such applications, a communication cable (CC) can be turned into a continuous temperature sensor allowing for leak and erosion detection. A strain monitoring cable (SMC) can also be spliced to the CC for landslide and subsidence detection in selected areas. In the case of very large soil displacement, it is common to observe the strain induced on the CC. From what precedes, existing OFC infrastructures can be taken advantage of to retrofit pipelines with monitoring instrumentation.\u0000 The current work describes how an existing CC is retrofitted to provide information about the TGP transport system’s integrity. When accurate monitoring of a landslide is required, a dedicated sensing cable is installed locally and connected to the CC. Elsewhere the CC is being measured to detect and locate events as erosion or landslide in position where the geohazard risk present lower probability. Such approach not only improves geohazard risk management, but it also indicates early sign of stress on the cable that can lead to its rupture, mitigating service interruption probability.","PeriodicalId":138244,"journal":{"name":"ASME-ARPEL 2021 International Pipeline Geotechnical Conference","volume":"17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-07-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125274401","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"The Contribution of In-Line IMU Inspection to Geohazard and Crack Management Strategies","authors":"A. Young, A. Wilde, Ivan Grosmann","doi":"10.1115/ipg2021-65436","DOIUrl":"https://doi.org/10.1115/ipg2021-65436","url":null,"abstract":"\u0000 Geohazards and external loads are a significant threat to the integrity of pipelines in hilly terrain, at river crossings and where ground subsidence is taking place. Well designed pipelines can tolerate strains that exceed the nominal strain of 0.5% that corresponds specified minimum yield strengths, however the presence of weld defects and stress corrosion cracking can reduce the load capacity dramatically. Welds that are to specification but are under-matched on actual strength to the adjacent parent pipe have also been recognised as potentially vulnerable to low strain failures in high strength pipes.\u0000 Modern pipelines in terrain susceptible to geohazards normally include design studies to identify and avoid or mitigate the threats. Surveillance of the right-of-way is also routinely carried out for pipelines with good integrity management practices, and particularly for major strategic lines. In-line inspection using an inertial measurement unit (IMU) is a well-known method to detect ground movement loads and contributes to the integrity management of pipelines.\u0000 In this paper we illustrate :\u0000 1. How IMU inspection is an important tool in the management of geohazards and how it compliments other methods of geohazard assessment.\u0000 2. How locations of elevated pipe strain are identified and evaluated for external loading threats, and can be aligned with other data sets that indicate the pipeline load capacity.\u0000 3. How the locations of bending strain can be prioritised for further action.\u0000 4. How the loading profile in the pipeline can be incorporated into crack management strategies in order prioritise locations for further investigation or assessment.","PeriodicalId":138244,"journal":{"name":"ASME-ARPEL 2021 International Pipeline Geotechnical Conference","volume":"11 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-07-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127255881","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Remote Geotechnical Evaluation of Rights of Way of Hydrocarbon Transmission Lines","authors":"Amórtegui Gil, J. Vicente","doi":"10.1115/ipg2021-65453","DOIUrl":"https://doi.org/10.1115/ipg2021-65453","url":null,"abstract":"\u0000 Due to the health emergency currently affecting the planet, it has been impossible for engineering specialists to carry out direct inspections of the land. During this time, it has been necessary to develop techniques and procedures that allow engineers to obtain information from the land remotely. Here, they are supported by the technology that allows them to record images remotely via drones and communicate so they can perform inspections by auxiliary field personnel, directed at a distance by specialists.\u0000 To do this, a preliminary flight plan is defined, based on the experience and knowledge of the terrain by the specialist and the visual of the drone is transmitted via the Internet from a PC in the field. Later, which images to record and the sites that require more detail or a direct inspection by the field assistant are defined. Finally, the field assistant transmits the images of the inspection. In this way, the specialist’s training and experience, the operational ease of the drone, and the skill of the field staff are taken advantage of.\u0000 This article details the procedure for remote inspection, and ways in which it can even be extended to corridor recognition tasks to define the layout of rights of way.","PeriodicalId":138244,"journal":{"name":"ASME-ARPEL 2021 International Pipeline Geotechnical Conference","volume":"30 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-07-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131818286","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"IPG2021 Front Matter","authors":"","doi":"10.1115/ipg2021-fm1","DOIUrl":"https://doi.org/10.1115/ipg2021-fm1","url":null,"abstract":"\u0000 The front matter for this proceedings is available by clicking on the PDF icon.","PeriodicalId":138244,"journal":{"name":"ASME-ARPEL 2021 International Pipeline Geotechnical Conference","volume":"70 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-06-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125112555","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Towards a Structured Maintenance and Integrity Management Program of Hydrocarbon Transport Systems - Emphasis on Geohazards","authors":"Julián Fernando Chaves Agudelo, J. A. Gil","doi":"10.1115/ipg2021-65451","DOIUrl":"https://doi.org/10.1115/ipg2021-65451","url":null,"abstract":"\u0000 The main objective of the integrity and maintenance professionals of hydrocarbon transportation companies is to ensure the integrity and availability of transportation systems by monitoring and controlling the risks to which they are exposed. This article presents a series of aspects that give scope to a structured maintenance and integrity management program, and that can be established in each company based on its organizational structure and culture. Some examples are presented to take into account in geohazard management and that focus on achieving a holistic and prospective view of the professionals who manage geotechnical risk.","PeriodicalId":138244,"journal":{"name":"ASME-ARPEL 2021 International Pipeline Geotechnical Conference","volume":"26 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-06-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115572797","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Natech Risk Assessment and Control Through Innovative Risk Reduction Measures – Pipeline / Landslide Interaction Case","authors":"J. Aristizabal, D. Moncada","doi":"10.1115/ipg2021-65010","DOIUrl":"https://doi.org/10.1115/ipg2021-65010","url":null,"abstract":"\u0000 At the end of 2018, a large-scale landslide was identified near the Right of Way of one of the pipelines operated by Cenit Transporte y Logística de Hidrocarburos. In this zone it was possible to identify a populated area and a river. At the beginning the depth of the Landslide did not represent a hazard to the pipeline due to the Horizontal Directional Drilling technique applied when the pipeline was built. A monitoring program was developed through inclinometers and piezometers and In-Line Inspections were carried out to identify any disturbance in the alignment of the pipeline.\u0000 From the monitoring program and In-Line Inspection data it was possible to confirm interaction between the landslide and the pipeline. A perpendicular force to the pipeline alignment produces a bending strain at two points, and landslide interact with the pipeline along a length of 170 m. The depth of the landslide failure surface was in between 17 to 22 m, and the pipeline was about 15 m deep.\u0000 Due to this interaction, it was necessary to develop a risk assessment to identify a safe limit displacement. For a while, this allowed us to design both a temporal innovative solution considering a flexible pipeline and a definitive solution to build the new segment of the pipeline which was deeper than the last one, through the Horizontal Directional Drilling technique.","PeriodicalId":138244,"journal":{"name":"ASME-ARPEL 2021 International Pipeline Geotechnical Conference","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-06-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129064353","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Supervised Learning Algorithms Applied in the Zoning of Susceptibility by Hydroclimatological Geohazards","authors":"J. Aristizabal, Carlos Motta, N. Obregon, C. Capachero, Leonardo Real, Julián Fernando Chaves","doi":"10.1115/ipg2021-65003","DOIUrl":"https://doi.org/10.1115/ipg2021-65003","url":null,"abstract":"\u0000 Cenit Transporte y Logística de Hidrocarburos (CENIT), operator of about 7000 km of hydrocarbon transport systems, which constitutes it the largest operator in Colombia, has developed a strategic alliance to structure an adaptive geotechnical susceptibility zoning using supervised learning algorithms. Through this exercise, has been implemented operational decision inferences with simple linguistic values.\u0000 The difficulties proposed by the method considers the hydroclimatology of Colombia, which is conditioned by several phenomena of Climate Variability that affect the atmosphere at different scales such as the Oscillation of the Intertropical Convergence Zone - ITCZ (seasonal scale) and the occurrence of macroclimatic phenomena such as El Niño-La Niña Southern Oscillation (ENSO) (interannual scale). Likewise, it considers the geotechnical complexity derived from the different geological formation environments, the extension and geographical dispersion of the infrastructure, and its interaction with the climatic regimes, to differentiate areas of interest based on the geohazards of hydrometeorological origin, when grouped into five clusters.\u0000 The results of this exercise stand out the importance of keep a robust record of the events that affect the infrastructure of hydrocarbon transportation systems and using data-guided intelligence techniques to improve the tools that support decision-making in asset management.","PeriodicalId":138244,"journal":{"name":"ASME-ARPEL 2021 International Pipeline Geotechnical Conference","volume":"89 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-06-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124422181","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Practical Cases: Geohazards on RoW Generated by Third Party Damage","authors":"F. Oliveros, John Malpartida, Alberto Melo, Christian Rosario, Marcos Mecatti","doi":"10.1115/ipg2021-65012","DOIUrl":"https://doi.org/10.1115/ipg2021-65012","url":null,"abstract":"\u0000 Camisea Pipeline Transportation System (PTS) in Peru, owned by Transportadora de Gas del Perú (TGP) and operated by Compañía Operadora de Gas (COGA), begins in the Amazon rainforest, crosses the Andes Mountains (4850msnm) and finally descends towards the Pacific coast. The PTS has been operating for more than 10 years and it has Natural Gas (NG) and Natural Gas Liquids (NGL) transportation pipelines. The NG pipeline is 888km long which includes two Loops (105km and 18km in the coast and mountain sectors, respectively). NGL pipeline is 557km long.\u0000 From the beginning (0 km) to 210 km, the Right of Way (RoW) is located in the geotechnical context of the Amazon rainforest. Then, between km 210 and km 420, the PTS crosses the mountain chain of the Andes. Finally, between km 420 and Km 730 the RoW is located on the Peruvian Pacific coast.\u0000 TGP’s operation of the PTS identifies, analyzes and controls the different types of threats that can affect the integrity of the pipelines. The operation is developed according to international standards defined in the Pipeline Integrity Management (PIM) of the operation. Consequently, hazards such as Third Party Damage (TPD), geohazard, external and internal corrosion, among others, are analyzed.\u0000 However, associated to the economic growth and development of Peru, there have been some cases where the intervention of a person, community or industrial activity in the surroundings of the RoW has resulted in the level of geohazards are spontaneously modified and activated. Consequently, the degree of stability of the RoW is necessary to analyze the integrity of the NG and NGL pipelines.\u0000 This article describes the occurrence of some practical cases where there was a change in the stability of the RoW of the TGP’s PTS triggered by activities related to TPD. It is highlighted that the identification, analysis, definition and execution of mitigation actions are carried out in a transversal way which involves the participation of different operational areas such as: Integral Maintenance, Geotechnics, Integrity, Social Management, among others. All the activities are done with the approach of keeping the balance between community, environment and infrastructure.\u0000 Some of the cases considered are: Flood and scour of the RoW triggered by the failure of a water tank in an industrial area, scour of channels due the obstructions and an unstable slope process generated by constructions near the RoW.\u0000 Today, the operation develops activities in order to mitigate geohazards generated by TPD. Some of these activities are, among others: Social awareness, technical talks, agreements with industrial and local administration entities, geotechnical maintenance and monitoring. In addition, it is highlighted that all the mentioned mitigation actions are carried out in a transversal manner between different operational areas. Afterward, the collected information is properly saved in the Geographic Information System database.","PeriodicalId":138244,"journal":{"name":"ASME-ARPEL 2021 International Pipeline Geotechnical Conference","volume":"115 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-06-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124176417","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Distributed Temperature Sensing for Erosion Detection and DoC Estimation: The Peru LNG Experience in Ayacucho and Ica Departments","authors":"F. Ravet, Christian Silva, R. Gil, E. Rochat, S. Maguire","doi":"10.1115/ipg2021-64159","DOIUrl":"https://doi.org/10.1115/ipg2021-64159","url":null,"abstract":"\u0000 Pipelines often cross challenging terrains where natural hazards are the main risk for their integrity. Environmental conditions can also worsen over the infrastructure lifetime. To reduce the risk of disasters, integrity programs are developed and require tools for early detection of threats that can lead to a failure with dramatic social, environmental and economic consequences. Fiber optic based Geotechnical Monitoring System (GMS) have been used and implemented as an efficient prevention tools of these programs.\u0000 As a good example, GMS is successfully in operation to detect landslides using Distributed Strain Sensing along the Sierra section of the Peru LNG pipeline since 2010. The continuous operation of the GMS also revealed that infiltration, erosion and sand dune migration can be detected using Distributed Temperature Sensing (DTS). First, hydraulic erosion was evidenced in the Sierra region. More recently, events whose origin is eolian erosion and sand dune migration have been identified. A thermal analysis was then conducted to analyze the measured thermal signatures of the detected event. It revealed that the DoC (Depth-of-Cover) can be computed from the temporal response of the fiber optic cable. The time lag between ambient temperature and temperature of the cable directly relates to its burial depth. The obtained data are compared with site inspection observation which confirm the validity of the DTS approach. The method, combining DTS measurements on existing communication cable with thermal analysis, offers the ability to monitor erosion related geohazards in both Sierra and desert sections of the pipeline. The results of the presented work illustrate the potential value of fiber optic sensing to mitigate geohazard risks. It not only enhances the efficiency of the integrity program detecting and localizing threats, it also improves and rationalizes the maintenance activities as focused surveys can be conducted.","PeriodicalId":138244,"journal":{"name":"ASME-ARPEL 2021 International Pipeline Geotechnical Conference","volume":"59 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-06-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134374945","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Challenges Related to Pipeline Free Spans in Watercourse Crossings","authors":"Mario Caruso, G. Ferris, H. Heggen, B. Delanty","doi":"10.1115/ipg2021-65070","DOIUrl":"https://doi.org/10.1115/ipg2021-65070","url":null,"abstract":"\u0000 Free span assessment in watercourse crossings for the on-shore pipeline industry has become a more and more important part of pipeline integrity practice. One reason is that it has become increasingly well known that the dominant cause of pipeline failures in watercourse crossings is fatigue failure due to vortex induced vibrations at pipeline free spans. Recognition of this is now being identified in industry recommended practices and owners are incorporating this type of assessment into their pipeline integrity management practice.\u0000 On shore pipelines are not designed with an allowable free span as is the practice with off-shore pipelines, but are buried. Design codes specify minimum depths of cover when constructed and indicate that pipelines should be maintained so that no excessive loads occur. In the past the no excessive loads requirement has been interpreted that the pipeline must remained buried. As experience from the off-shore environment and increasingly from experience on-shore has shown that most exposed and/or free spans do not fail.\u0000 Due to various river erosion mechanisms; scour, bank erosion or avulsion, previously buried pipelines do develop free spans. Some of the free spans fail and release products directly into the watercourse. Failures, particularly for liquid products, are very expensive due to the economic loss, repair costs and environment clean-up of the watercourse and its banks. Similarly, costs associated with pipeline replacement for free spanning pipelines or repair of pipelines that might develop free spans are relatively high. It is important to develop an understanding of the probability of the pipeline failing due to a free span, or put another way, determine which free span is a threat to integrity.\u0000 This paper discusses some of the challenges with assessing free spans in watercourse crossings as part of integrity programs and highlights experiences in assessing this threat to integrity. The objective of this paper is to discuss some of the key uncertainties related to the management of the threat due to free spans. These uncertainties are due to the reliability of information about the free span, water velocity and condition of the pipelines.","PeriodicalId":138244,"journal":{"name":"ASME-ARPEL 2021 International Pipeline Geotechnical Conference","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-06-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129009137","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}