利用在线检测数据训练的机器学习算法估计管道因外部干扰损坏而失效的概率

James White, Katherine Taylor, Jonathan Martin, Steven Carrell, R. Palmer-Jones
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引用次数: 0

摘要

根据加拿大能源监管机构(CER)和美国管道和危险材料安全管理局(PHMSA)等机构的公开行业统计数据,外部干扰损害是管道故障的主要原因之一。因此,在风险评估中,由于外部干扰导致的故障通常是导致管道故障概率的最重要因素,并且可以在作业者关于风险控制支出的决策中发挥重要作用,例如,当涉及安装额外的冲击保护、管道转向或压力限制时。由于外部干扰损坏而导致故障的概率,可以通过结合损坏发生的概率(即管道被击中)、冲击足以导致瞬时故障的概率和在损坏发生的情况下退化为故障的概率来估计。退化到失效的评估使用行业标准工程模型(如CSA Z662-19[1]附录O中给出的极限状态函数)。然而,关键的挑战是预测外部干扰破坏可能发生的地点、时间和能量。对“命中率”或影响频率的预测通常是主观的或基于统计数据的,这可能并不总是适用于或准确地用于正在评估的管道。在线检测(ILI)报告的顶线(TOL)变形损伤(凹痕)是过去外部干扰的一个明确指标,这些干扰可能是由第三方、承包商或运营商自己引入的。来自ROSEN完整性数据仓库(IDW)的ILI数据-在撰写本文时包含超过18,000次检查的结果-已用于训练机器学习模型,以估计外部干扰损坏的频率(每公里/年)。利用凹痕尺寸的分布与管道参数相结合来估计凹痕力的分布。以下因素都可能影响外部干扰损害的可能性和能量,并且可以被视为机器学习模型中的预测变量:•当地人口密度•土地利用•挖掘机类型(典型铲斗尺寸)•交叉通道频率(公路、铁路、•管道埋深•额外的冲击保护•管道标记和警告带•巡逻和监视频率•操作控制活动•管道材料特性本文提出了一种方法来估计由于外部界面损坏而导致的故障概率,该方法使用更准确和合理的冲击频率统计数据,这些统计数据是使用全球ILI数据和基于管道暴露的其他影响因素生成的。抵抗和缓解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Estimating Pipeline Probability of Failure Due to External Interference Damage Using Machine Learning Algorithms Trained on In-Line Inspection Data
External interference damage is one of the main causes of pipeline failure reported in publicly available industry statistics from agencies such as the Canada Energy Regulator (CER) and the United States Pipeline and Hazardous Materials Safety Administration (PHMSA). Thus, failures due to external interference are often the most significant contributors to pipeline probability of failure in risk assessments and can play a significant role in operator decisions regarding risk-control expenditures, for example when it comes to the installation of additional impact protection, pipeline diversion or pressure restrictions. The probability of failure due to external interference damage can be estimated by combining the probability that damage occurs (i.e. that the pipeline is hit), the probability that the impact is sufficient to cause instant failure and the probability of degradation to failure, given that damage has occurred. Degradation to failure is assessed using industry standard engineering models (such as the limit state functions given in Annex O of CSA Z662-19 [1]). However, the key challenge is predicting where, when, and with what energy the external interference damage may happen. The prediction of a “hit rate,” or impact frequency, can often be subjective or based on statistics, which may not always be applicable or accurate for use on the pipeline under assessment. Top-of-line (TOL) deformation damage (dents) reported by in-line inspection (ILI) are a clear indicator of past external interference, which could have been introduced by third parties, contractors or the operator themselves. ILI data from ROSEN’s Integrity Data Warehouse (IDW) — which at the time of writing contains results from over 18,000 inspections — has been used to train machine learning models to estimate the frequency of external interference damage (per km-year). The distribution of dent sizes combined with pipe parameters is used to estimate a distribution of dent force. The following may all influence the likelihood and energy of external interference damage and may be considered as predictor variables in a machine learning model: • Local population density • Land use • Excavator types (typical bucket dimensions) • Frequency of crossings (road, rail, other services) • Pipeline burial depth • Additional impact protection • Pipeline markers and warning tape • Patrol and surveillance frequency • Operational control activities • Pipeline material properties This paper presents an approach to estimate the probability of failure due to external interface damage that use more accurate and justifiable impact frequency statistics, which are generated using worldwide ILI data and additional influencing factors based on pipeline exposure, resistance and mitigations.
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