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A CASE STUDY IN HIGH STRAIN CAPACITY PIPELINE QUALIFICATION: PNG LNG PROJECT

机译:高应变能力管道认证的案例研究:PNG LNG项目

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The onshore pipeline portion of the Papua New Guinea Liquefied Natural Gas (PNG LNG) project traverses terrain with seismically active faults with potential ground displacements up to four meters. The resulting longitudinal strain demand exceeds 0.5% strain, thereby requiring use of strain-based pipeline design (SBD) technology. This paper discusses the application of previously developed strain-based design methodologies to successfully qualify the PNG LNG pipeline system for a design tensile strain demand up to 3%, and flexibility to increase the design strain demand with additional restrictions on key variables impacting strain capacity at select locations. Key SBD pipeline qualification activities are discussed along with the required project timeline. The first activity is specifying, evaluating and procuring line pipe suitable for strain-based design. SBD line pipe must be strain-age resistant, have excellent longitudinal uniform elongation, and have tightly controlled ultimate tensile strength (UTS) limits to ensure robust girth weld overmatch. The girth welds must exhibit upper shelf fracture toughness, excellent tearing resistance, and have sufficient tensile strength to ensure adequate girth weld strength overmatch. The pipeline qualification effort culminates in full scale pipe strain testing as proof of performance. The specimens for these tests are fabricated with project-specific pipe, girth welds, and pipe fit-up (hi-lo misalignment). The girth welds contain machined flaws in both weld metals and heat affected zones, these flaws being sized consistent with acceptable flaw sizes predicted from analytical models and prior experience. The results of these tests and their significance are described. Efforts to reduce capacity through lowering strain demand are outlined, along with examples of construction challenges the project has successfully faced. Key engineering and project decisions, and lessons learned from this qualification effort are also detailed.
机译:巴布亚新几内亚液化天然气(PNG LNG)项目的陆上管道部分横穿具有地震活动断层的地形,潜在的地面位移高达4米。产生的纵向应变需求超过0.5%应变,因此需要使用基于应变的管道设计(SBD)技术。本文讨论了以前开发的基于应变的设计方法的应用,以使PNG LNG管道系统成功地满足设计拉伸应变需求高达3%的要求,并灵活地增加了设计应变需求,同时对影响应变能力的关键变量进行了附加限制选择位置。讨论了关键的SBD管道认证活动以及所需的项目时间表。第一项活动是指定,评估和采购适合基于应变的设计的管线。 SBD管线管必须耐应变,具有优异的纵向均匀伸长率,并具有严格控制的极限抗拉强度(UTS)限制,以确保牢固的环焊缝过度匹配。环缝焊缝必须表现出较高的货架断裂韧性,出色的抗撕裂性,并具有足够的抗拉强度,以确保环缝焊缝的强度与强度充分匹配。管道鉴定工作最终在全尺寸管道应变测试中达到最高水平,以此作为性能的证明。这些测试的样本是通过项目专用的管道,环缝焊缝和管道装配(高低错位)制成的。环缝焊缝在焊缝金属和热影响区均包含机加工缺陷,这些缺陷的大小与分析模型和先前经验预测的可接受缺陷大小一致。描述了这些测试的结果及其意义。概述了通过降低应变需求来减少产能的努力,以及该项目成功面对的建筑挑战的实例。还详细说明了关键的工程和项目决策,以及从此项资格认证工作中学到的经验教训。

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