The Second Order Statistics of High Waves in Wind Sea and Swell

被引：0

作者：

Tromans, Peter ^{[1
]}

Vanderschuren, Luc ^{[2
]}

Ewans, Kevin ^{[3
]}

机构：

[1] Ocean Wave Engn, NL-2594 BG The Hague, Netherlands

[2] Engn Syst, B-1300 Wavre, Belgium

[3] Shell Int Explorat & Prod, NL-2280 AB Rijswijk, Netherlands

来源：

JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME | 2011年 / 133卷 / 03期

关键词：

RESPONSE-SURFACE METHOD; CREST; HEIGHTS;

D O I：

10.1115/1.2979799

中图分类号：

P75 [海洋工程];

学科分类号：

0814 ; 081505 ; 0824 ; 082401 ;

摘要：

The statistics of extreme wave crest elevation and wave height have been calculated for realistic, directionally spread sea and swell using a probabilistic method tested and described previously. The nonlinearity of steep waves is modeled to the second order using Sharma and Dean kinematics, and a response surface (reliability type) method is used to deduce the crest elevation or wave height corresponding to a given probability of exceedance. The effects of various combinations of sea and swell are evaluated. As expected, in all cases, nonlinearity makes extreme crests higher than the corresponding linear ones. The nonlinear effects on the wave height are relatively small. [DOI: 10.1115/1.2979799]

引用

页数：7

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