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FULL SCALE DATA COMPARISON FOR THE HORN MOUNTAIN SPAR MOORING LINE TENSIONS DURING HURRICANE ISIDORE

机译:飓风Isidore时霍恩山SPAR系索张力的大规模数据比较。

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摘要

The Horn Mountain Production Spar was installed in 5,400 feet of water in June 2002. This was the deepest floating production unit at that time. A comprehensive instrumentation program was initiated to measure spar and riser responses (Edwards et al, DOT 2003), while motion comparisons were presented on previous publication (Halkyard et al, OMAE 2004). The present paper discusses the results of these measurements and compares with analytical predictions of spar mooring tension during hurricane Isidore in September 2002. Particular attention has been placed on the importance of Coulomb friction between wire chain and the fairlead bearing to the dynamic tension of mooring lines. Mooring tensions were measured at chain jack location (inboard tension), while analytical models computed those tensions at the fairlead location (outboard tension). Our conclusion is that there is excellent agreement between field measurements and computed tensions at the chain jacks when fairlead friction is included, and when the vessel motions are accurately predicted. Ignoring fairlead friction results in a slightly conservative estimate for the tension at the chain jack. This has been the standard practice in all spar designs to date.
机译:霍恩山生产晶石于2002年6月安装在5400英尺深的水中。这是当时最深的浮动生产单元。启动了一个综合的仪器程序来测量翼梁和立管响应(Edwards等,DOT 2003),而运动比较已在以前的出版物中进行了介绍(Halkyard等,OMAE 2004)。本文讨论了这些测量的结果,并将其与2002年9月飓风伊西多尔期间晶石系泊张力的分析预测进行了比较。特别关注的是钢丝绳与导缆器之间的库仑摩擦对系泊绳动态张力的重要性。 。在链条千斤顶位置(内侧张力)处测量系泊张力,而分析模型则在导缆器位置(外侧张力)处计算这些张力。我们的结论是,当包括导缆器摩擦力并精确预测船舶运动时,现场测量结果与链轮千斤顶的计算张力之间存在极好的一致性。忽略导缆器的摩擦会导致链条千斤顶的张力稍微保守一些。迄今为止,这一直是所有翼梁设计的标准做法。

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