Pipeline Geohazard Target Susceptibility Threshold – A Reliability-Based Rationalization

R. Read
{"title":"Pipeline Geohazard Target Susceptibility Threshold – A Reliability-Based Rationalization","authors":"R. Read","doi":"10.1115/ipg2021-65935","DOIUrl":null,"url":null,"abstract":"\n Pipeline geohazard assessment involves the delineation and quantification of threat severity associated with a suite of geohazard mechanisms deemed credible for a specific setting or project. The context for a typical assessment is loss of containment from the pipeline — an ultimate limit state (ULS) — considering individual geohazard mechanisms (e.g., landslide, fault displacement, rockfall, subsidence, etc.). To estimate the probability of loss of containment associated with a particular geohazard mechanism at a given location, the evaluation process can be partitioned into an estimate of the probability of occurrence of the geohazard mechanism at that location, and the conditional probability of loss of pipe integrity should the event occur. The product of these two probabilities is termed “susceptibility” expressed as loss of containment events per year at a given location. A typical approach to manage geohazards assessed in this way is to set a target susceptibility threshold to determine mitigation requirements to reduce the estimated susceptibility value for individual geohazards. The rationale for selecting a target susceptibility threshold value has been a topic of interest in recent pipeline projects in Canada. This paper demonstrates a reliability-based approach in rationalizing the selected pipeline geohazard target susceptibility threshold and linking geohazard assessment results to Quantitative Risk Assessment (QRA) of all threat categories in ASME B31-8S.","PeriodicalId":138244,"journal":{"name":"ASME-ARPEL 2021 International Pipeline Geotechnical Conference","volume":"3 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-06-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"ASME-ARPEL 2021 International Pipeline Geotechnical Conference","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1115/ipg2021-65935","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Pipeline geohazard assessment involves the delineation and quantification of threat severity associated with a suite of geohazard mechanisms deemed credible for a specific setting or project. The context for a typical assessment is loss of containment from the pipeline — an ultimate limit state (ULS) — considering individual geohazard mechanisms (e.g., landslide, fault displacement, rockfall, subsidence, etc.). To estimate the probability of loss of containment associated with a particular geohazard mechanism at a given location, the evaluation process can be partitioned into an estimate of the probability of occurrence of the geohazard mechanism at that location, and the conditional probability of loss of pipe integrity should the event occur. The product of these two probabilities is termed “susceptibility” expressed as loss of containment events per year at a given location. A typical approach to manage geohazards assessed in this way is to set a target susceptibility threshold to determine mitigation requirements to reduce the estimated susceptibility value for individual geohazards. The rationale for selecting a target susceptibility threshold value has been a topic of interest in recent pipeline projects in Canada. This paper demonstrates a reliability-based approach in rationalizing the selected pipeline geohazard target susceptibility threshold and linking geohazard assessment results to Quantitative Risk Assessment (QRA) of all threat categories in ASME B31-8S.
管道地质灾害目标易感性阈值——基于可靠性的合理化
管道地质灾害评估包括描述和量化与一套地质灾害机制相关的威胁严重程度,这些机制被认为对特定环境或项目是可信的。典型评估的背景是管道的遏制损失-最终极限状态(ULS) -考虑到个别地质灾害机制(例如,滑坡,断层位移,落石,沉降等)。为了估计在给定地点与特定地质灾害机制相关的安全壳损失的概率,评估过程可分为对该地点发生地质灾害机制的概率的估计,以及在事件发生时管道完整性损失的条件概率。这两种概率的乘积称为“易感性”,表示为在给定地点每年失去的遏制事件。管理以这种方式评估的地质灾害的一种典型方法是设定一个目标易感性阈值,以确定减轻要求,以减少个别地质灾害的估计易感性值。在加拿大最近的管道项目中,选择目标敏感性阈值的基本原理一直是一个感兴趣的话题。本文提出了一种基于可靠性的方法来合理选择管道地质灾害目标易感性阈值,并将地质灾害评估结果与ASME B31-8S中所有威胁类别的定量风险评估(QRA)联系起来。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信