Puddling Puddle Welds

Dane Burden, Nic Roniger, Matthew Romney
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Abstract

Unique characteristics of individual pipelines come from over a century of evolving design, construction, maintenance, regulation and operation. These characteristics are especially true for legacy, pre-regulated pipelines. Due to the unique nature of the threats present on these assets, there is a need for unique inspection technologies and techniques that can increase pipeline integrity. Reconditioned and repaired pipe utilizing puddle weld repairs is one such threat. An advanced analysis was completed on a 10-inch, 68-mile light products pipeline. The pipeline was constructed with reconditioned pipe that was estimated to contain tens of thousands of puddle welds. Historical in-line inspection (ILI) data generally underperformed in classifying and discriminating puddle welds versus metal loss features. The primary objective of this project was to assess the probability of identification (POI) of a multiple dataset ILI tool utilizing multiple magnetic flux leakage (MFL) magnetization directions and residual (RES) magnetization measurements. A secondary objective was to scrutinize data for signs of coincident features. Hydrostatic testing failures showed that puddle welds with porosity and cracking were susceptible to failure and that the identification of these features would be beneficial. Analysis of historical puddle weld investigations and newly completed multiple dataset ILI data revealed strong identification capabilities in the RES dataset. The high-field magnetizations offered secondary confirmation but often saturated out thermal effects or material differences. The final report included over 40,000 identified puddle welds and five classifications for further investigation. Field investigations for 212 features were completed and the results compared to the ILI data to assess performance. A confusion matrix was created for true positive (TP), true negative (TN), false positive (FP) and false negative (FN) conditions. The smallest TP puddle weld dimension was 0.7″ × 0.7″, and the population had a statistical sensitivity value of 98% (132 TP and 3 FP). Three additional anomalies denoted as atypical were also investigated. The ILI signatures at these locations were consistent with previous repairs in which puddle welds with cracking were found and repaired. Two of the three features investigated were found to have cracking. Crack propagation was found to be both axial and non-axial in orientation. The results show that puddle welds can be detected and identified with extremely high accuracy. In addition, the preliminary classification results for atypical puddle welds show a high potential for identifying secondary coincident features. This paper details the stages, deliverables and results from an ILI advanced analysis focused on puddle welds.
水坑焊接
单个管道的独特特性来自于一个多世纪以来不断发展的设计、建造、维护、监管和运营。这些特点对于传统的、预先监管的管道来说尤其如此。由于这些资产所面临的威胁的独特性,需要独特的检测技术和技术来提高管道的完整性。利用水坑焊修复和修复管道就是这样一种威胁。对一条10英寸、68英里长的轻型产品管道进行了高级分析。这条管道是用修复过的管道建造的,估计有数万个水坑焊缝。历史在线检测(ILI)数据在分类和区分水坑焊缝和金属损失特征方面通常表现不佳。该项目的主要目标是利用多个漏磁(MFL)磁化方向和剩余磁化(RES)测量值评估多数据集ILI工具的识别概率(POI)。第二个目标是仔细检查数据,寻找一致特征的迹象。流体静力试验失效表明,具有孔隙和裂纹的水坑焊缝容易失效,对这些特征的识别将是有益的。对历史水坑焊缝调查和新完成的多数据集ILI数据的分析表明,RES数据集具有较强的识别能力。高场强磁场提供了二次确认,但往往掩盖了热效应或材料差异。最终报告包括4万多个已确定的水坑焊缝和5个分类,供进一步调查。完成了212个特征的现场调查,并将结果与ILI数据进行了比较,以评估性能。为真阳性(TP)、真阴性(TN)、假阳性(FP)和假阴性(FN)条件创建混淆矩阵。最小的TP水坑焊缝尺寸为0.7″× 0.7″,总体的统计敏感性值为98% (132 TP和3 FP)。另外三种被称为非典型的异常也被调查。这些位置的ILI特征与之前发现并修复的有裂纹的水坑焊缝一致。在调查的三个特征中,有两个被发现有裂缝。发现裂纹扩展方向为轴向和非轴向。结果表明,水坑焊缝的检测和识别精度极高。此外,对非典型水坑焊缝的初步分类结果显示出较高的识别次生重合特征的潜力。本文详细介绍了针对水坑焊缝的ILI高级分析的阶段、可交付成果和结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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