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contributor authorHang Tuah
contributor authorRobert T. Hudspeth
date accessioned2017-05-08T21:08:52Z
date available2017-05-08T21:08:52Z
date copyrightMarch 1985
date issued1985
identifier other%28asce%290733-950x%281985%29111%3A2%28401%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40443
description abstractA representation for nonlinear random waves is obtained from a perturbatioh expansion method. The first‐order wave solution is assumed to be a zero‐mean, Gaussian process. The skewness measure and the skewness kernel for the nonlinear second‐order waves are examined numerically and are compared with hurricane‐generated, real ocean waves. These skewness measures are shown to always be positive and to increase as the water depth decreases. The effects of the angle of intersection between interacting wave trains are also examined numerically.
publisherAmerican Society of Civil Engineers
titleFinite Water Depth Effects on Nonlinear Waves
typeJournal Paper
journal volume111
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1985)111:2(401)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 002
contenttypeFulltext


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