The Subsea Drake Pipeline: A Challenging Case Study to Check Design Effectiveness Against Drifting Ice Action

P. Barrette, A. Barker, Enzo Gardin
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引用次数: 1

Abstract

The Drake pipeline is located offshore Melville Island, in the Canadian High Arctic. It was built on-site in 1977-78 and connected to a natural gas production well, which operated for only a few months. The well was plugged in 1995 and the pipeline was abandoned. The pipeline extends from the shoreline to the wellhead located about one kilometer offshore to a water depth of 55 meters. It is buried at the shoreline crossing, to a target depth of 1.5 meters below sea bottom. A system to generate a frozen soil shield was also devised for further protection against drifting ice. Also, a berm made from ice and gravel was built at the water line. Field investigations could prove highly instructive to assess the state of the structure, and provide guidelines for design of future pipelines in high risks areas. However, significant technical and logistical challenges would face that venture, namely a ‘no physical contact’ (with the pipeline) restriction from the property owner, which leads to difficulty in understanding what has occurred to the pipeline beneath the soil, and a propensity for the region to be covered with a very thick ice cover.
海底德雷克管道:一个具有挑战性的案例研究,以检查设计对浮冰作用的有效性
德雷克管道位于加拿大北极高地的梅尔维尔岛近海。它于1977年至1978年在现场建造,并与天然气生产井相连,该井仅运行了几个月。1995年,油井被堵住,管道被废弃。该管道从海岸线延伸至距海岸约1公里的井口,水深55米。它被埋在海岸线交叉处,目标深度为海底以下1.5米。还设计了一个产生冻土保护层的系统,以进一步防止浮冰。此外,在水线处还修建了一条由冰和砾石筑成的护堤。现场调查对评估结构状态具有重要的指导意义,并为未来高风险地区管道的设计提供指导。然而,该项目将面临重大的技术和后勤挑战,即来自业主的“不与管道进行物理接触”的限制,这导致难以了解土壤下的管道发生了什么,以及该地区有可能被非常厚的冰层覆盖。
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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