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Extreme wave analysis methods in the gulf of Cagliari (South Sardinia, Italy)

机译:卡利亚里湾(意大利南撒丁岛)的极端波分析方法

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The aim of the present paper is to compare the results of the most commonly used extreme wave analysis methods applied to a 20 year (1994-2013) wave hindcast record at a grid point in the Gulf of Cagliari (South Sardinia, Italy). This analysis is a part of a large activity to support design, maintenance and repair of the jetty of the SARAS oil terminal in the inner part of the gulf. The paper shows some merits and hindrances of these methods. While conventional distributions recommended by Goda (e.g. the Gumbel and Weibull distribution) represent nowadays the most common methods in those engineering applications, accurate results in the paper indicate that the coastal engineering community should consider the Generalized Pareto Distribution (GPD) as one of the most performing credible candidates. Particular attention should be paid to the large uncertainty in the return level of extreme significant wave height when predicting a reference value for structures operating in a severe marine environment. (C) 2017 Elsevier Ltd. All rights reserved.
机译:本文的目的是比较在卡利亚里湾(意大利南撒丁岛)的一个网格点上应用到20年(1994-2013年)海浪后兆记录的最常用极端波分析方法的结果。该分析是一项大型活动的一部分,以支持对海湾内部SARAS油码头的码头的设计,维护和维修。本文说明了这些方法的优缺点。尽管Goda推荐的常规分布(例如Gumbel和Weibull分布)是当今在这些工程应用中最常用的方法,但本文的准确结果表明,沿海工程界应将广义帕累托分布(GPD)视为最广泛的分布之一。表现可靠的候选人。在预测在恶劣海洋环境中运行的结构的参考值时,应特别注意极显着波高的返回水平的巨大不确定性。 (C)2017 Elsevier Ltd.保留所有权利。

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