Subsea Cable Stability on Rocky Seabeds: Comparison of Field Observations Against Conventional and Novel Design Methods

T. Griffiths, S. Draper, Liang Cheng, F. Tong, A. Fogliani, D. White, Fraser Johnson, D. Coles, S. Ingham, Caroline Lourie
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引用次数: 1

Abstract

As offshore renewable energy projects progress from concept demonstration to commercial-scale developments there is a need for improved approaches beyond conventional cable engineering design methods that have evolved from larger diameter pipelines for the oil and gas industry. New approaches are needed to capture the relevant physics for small diameter cables on rocky seabeds to reduce the costs and risks of power transmission and increase operational reliability. This paper reports on subsea cables that MeyGen installed for Phase 1a of the Pentland Firth Inner Sound tidal stream energy project. These cables are located on rocky seabeds in an area where severe metocean conditions occur. ROV field observation of these cables shows them to be stable on the seabed with little or no movement occurring over almost all of the cable routes, despite conventional engineering methods predicting significant dynamic movement. We cite recent research undertaken by the University of Western Australia (UWA) to more accurately assess the hydrodynamic forces and geotechnical interaction of cables on rocky seabeds. We quantify the conformity between the cables and the undulating rocky seabed, and the distributions of cable-seabed contact and spanning via simulations of the centimetric-scale seabed bathymetry. This analysis leads to calculated profiles of lift, drag and seabed friction along the cable, which show that all of these load and reaction components are modelled in an over-conservative way by conventional pipeline engineering techniques. Overall, our analysis highlights that current cable stability design can be unnecessarily conservative on rocky seabeds. Our work foreshadows a new design approach that offers more efficient cable design to reduce project capex and enhance through-life integrity management.
岩石海床上海底电缆的稳定性:与传统和新型设计方法的现场观察比较
随着海上可再生能源项目从概念演示到商业规模开发的进展,需要改进传统的电缆工程设计方法,这些方法是从石油和天然气行业的大直径管道演变而来的。为了降低电力传输的成本和风险,提高运行可靠性,需要新的方法来捕获岩石海床上小直径电缆的相关物理特性。本文报道了MeyGen为Pentland Firth Inner Sound潮汐流能源项目1a期安装的海底电缆。这些电缆位于海洋环境恶劣地区的岩石海床上。ROV现场观察表明,这些电缆在海底非常稳定,几乎所有的电缆路线都很少或根本没有移动,尽管传统的工程方法预测会有明显的动态移动。我们引用了西澳大利亚大学(UWA)最近进行的研究,以更准确地评估岩石海床上电缆的水动力和岩土相互作用。通过厘米尺度海底测深模拟,量化了电缆与起伏的岩石海床之间的整合度,以及电缆与海底的接触和跨越分布。通过这种分析,可以计算出沿电缆的升力、阻力和海底摩擦力的分布,结果表明,传统的管道工程技术对所有这些载荷和反作用力的建模过于保守。总的来说,我们的分析强调,目前的电缆稳定性设计在岩石海床上可能会不必要地保守。我们的工作预示着一种新的设计方法,提供更有效的电缆设计,以减少项目资本支出,并加强整个生命周期的完整性管理。
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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