基于内腐蚀结构可靠性模型的非清管输送管道改造优先排序

Gabriel Langlois-Rahme, Daryl Bandstra, V. Iacobellis, M. Safari
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摘要

内腐蚀(IC)是一种时间依赖性的管道威胁,由于管道材料与输送的产物或污染物之间的反应,导致管道壁损失。某些老式管道不能清管,这意味着内联检测测量工具不能用于测量集成电路缺陷。此外,由于老旧,这些管道暴露时间较长,更容易受到IC等时间相关威胁的影响。运营商通常需要在不同的非清管管道之间优先考虑改造,本研究中描述的方法使用结构可靠性方法来估计非清管管道段的预期故障频率,并相应地对其进行排序。该模型通过使用来自不同管道资产类型(例如,横向井、传输井)的在线检测数据来捕获潜在集成电路缺陷严重程度的范围,从而建立缺陷长度和深度腐蚀增长率(CGR)的经验分布。这些资产类型作为天然气质量的间接衡量标准,由缺陷分布和异常密度的差异来证明。通过将CGR描述为不同资产类型的分布,并使用行业标准的Growth-by-Rule方法对缺陷深度进行建模,该模型在预测当年缺陷深度分布时同时考虑了资产类型和管道年龄。该预测深度分布与结构可靠性模型中的物理和操作参数(如直径、WT、压力)一起使用,以估计所考虑段的失效概率。本文描述的基于结构可靠性的优先排序方法提供了一种方法,可以利用不可清管管道的物理和操作参数以及来自已检查管道的信息来对给定不可清管管道的预期严重程度进行排序。最后将这些分段排名与使用其他启发式方法生成的排名进行比较,以量化这种更详细的分析方法的好处。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Prioritizing Retrofits of Non-Piggable Transmission Pipelines Using an Internal Corrosion Structural Reliability Model
Internal Corrosion (IC) is a time dependent threat to pipelines that leads to wall loss due to a reaction between pipe material and the products or contaminants being transported. Certain vintage pipelines are not piggable, meaning that Inline Inspection measurement tools cannot be used to measure IC defects. Furthermore, being older, these pipelines are more susceptible to time dependent threats such as IC due to their longer exposure time. Operators often need to prioritize retrofits between different non-piggable pipelines, and the approach described in this study uses a structural reliability approach to estimate the expected frequency of failure for non-piggable pipeline segments and ranks them accordingly. This model captures the range of potential IC defect severity by using in-line inspection data from different pipeline asset types (e.g., Well Laterals, Transmission) to build empirical distributions of defect length and depth corrosion growth rate (CGR). These asset types serve as an indirect measure of gas quality as evidenced by differences in the defect distributions and anomaly densities. By characterizing CGR as a distribution for different asset types and using the industry standard Growth-by-Rule method to model defect depth, the model considers both asset type and pipe age when predicting the defect depth distribution in the current year. This projected depth distribution is used with physical and operating parameters (e.g., diameter, WT, pressure) in a structural reliability model to estimate the probability of failure for the segment under consideration. The structural reliability-based prioritization approach described in this paper provides a methodology to utilize physical and operating parameters of an un-piggable pipeline together with information from inspected pipelines to rank the expected severity of a given un-piggable line. These segment ranks were finally compared to ranks generated using other heuristic methods to quantify the benefits of this more detailed analysis methodology.
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