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EVALUATING ANCHOR IMPACT DAMAGE TO THE SUBSEA CANYON CHIEF PIPELINE USING ANALYSIS AND FULL-SCALE TESTING METHODS

机译:使用分析和全尺寸测试方法评估锚对海底峡谷首席管道的锚点损坏

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This paper presents findings from a study conducted as part of a joint industry effort involving engineers from Williams Midstream, Stress Engineering Services, Inc., GL Noble Denton, and Saipem America. The purpose of this study was to evaluate the severity of damage inflicted to Williams' subsea 18-inch x 0.875-inch, Grade X60 Canyon Chief Gas Export Pipeline due to an anchor impact at a water depth of 2,300 feet. The phases of work included an initial assessment after the damage to the deepwater pipeline was detected, evaluating localized damage via finite element analysis based using in-line inspection data, full-scale destructive testing including burst tests, and final efforts included the design and evaluation of a subsea-deployed repair sleeve. The study included modeling Saipem's repair sleeve design accompanied by full-scale destructive testing. Strain gages were used to measure strain in the reinforced dent beneath the sleeve, that were then compared to prior results for the unrepaired dent test results. The work associated with this study represents one of the more comprehensive efforts conducted to date in evaluating damage to a subsea pipeline. The results of the analysis and testing work provided Williams with a solid understanding on the behavior on the damage inflected to the pipeline and what level of performance can be expected from the repaired pipeline during future operation. After the engineering analysis and testing phases of this work were completed, the deepwater pipeline was repaired.
机译:本文介绍了作为一个研究的研究表明,作为联合行业努力的一部分,涉及来自威廉姆斯中游,压力工程服务,Inc。,GL贵宾和Saipem America的工程师。本研究的目的是评估对威廉姆斯的伤害的严重程度为18英寸x 0.875英寸,X60峡谷首席出口管道由于锚撞击,水深2300英尺。工作阶段包括在检测到深水管道损坏后的初步评估,通过基于线路检查数据的有限元分析评估局部损坏,全面破坏性测试,包括突发测试,以及最终努力包括设计和评估海底部署的修复套筒。该研究包括建模Saipem的修复套筒设计,伴随着全规模的破坏性测试。使用应变计来测量套筒下方的增强凹痕中的应变,然后与未料的凹痕试验结果的结果进行比较。与本研究相关的工作代表了迄今为止评估海底管道损坏的更全面的努力之一。分析和测试工作的结果为威廉姆斯提供了坚实的了解对流向管道的损害的行为,并且在未来的运营期间可以从修复的管道中预期绩效水平。在完成这项工作的工程分析和测试阶段之后,修复了深水管道。

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