基于管道智能清管数据的腐蚀增长新模型——腐蚀缺陷数与深度的关联

Mohamed Zouheir Trojette, Anouar Zebibi, Abdallah Hammadi, K. Hosani
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引用次数: 0

摘要

作为完整性管理系统的一部分,油气运营商通过智能清管对管道进行内部检查。最先进的MFL和UT检测用于检测和准确地确定管道中存在的缺陷的尺寸。报告的主要缺陷类型是由于内部腐蚀。腐蚀是一种自然发生的现象,这是公认的。当腐蚀发展的条件合适时,它从一个缺陷或很少的浅缺陷开始。然后随着管道的运行和腐蚀的进一步发展,缺陷的尺寸和数量都在增加。本文回顾了几次智能清管报告数据,对几条管道报告的缺陷数量和深度进行了分析,建立了内腐蚀缺陷数量与深度之间的关系(数学模型)。将对几个管道进行缺陷计数并建立方程。这些方程基本上将缺陷的数量建立为其深度的函数,反之亦然。此外,当在同一条管道上进行多次智能清管时,将这些推导方程与目标进行比较,以建立一种新的模型,以非常规的方式确定腐蚀增长速度。实际上,将比较为不同检查建立的模型(缺陷数量及其深度方程),并推导出建立特征数量增加及其数量随时间变化的腐蚀速率模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
New Corrosion Growth Model Based on Pipeline Intelligent Pigging Data - Correlating Corrosion Defects Numbers with their Depth
As part of their integrity management system, Oil and Gas operators carry out internal inspection of their pipelines by intelligent pigging. State of the art MFL and UT inspections are used to detect and accurately size the defects, which are present in the pipeline. The predominant type of defects reported is due to internal corrosion. It is well established that corrosion is a naturally occurring phenomena. When the conditions are right for corrosion to develop, it starts by a single defect or very few defects which are shallow. Then as the pipeline is operated and corrosion further develops the defects increase in size and numbers. This paper review several intelligent pigging reports data, and analyze the reported defects in terms of numbers and depth for several pipelines, in order to establish a correlation (mathematical model) between the number of internal corrosion defects and their depth. Defects counts will be made and equations will be developed for several pipelines. These equations will basically establish the number of defects as a function of their depth or vice versa. More over when multiple intelligent pigging runs on same line are available, these derived equations will be compared with the objective to establish a novel model to determine corrosion growth rate in a non-conventional manner. In fact the models (# of defects and their depth equation) established for different inspections will be compared and a corrosion rate model establishing the increase in number of features and their number over time will be thereafter derived.
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