contributor author | Hang Tuah | |
contributor author | Robert T. Hudspeth | |
date accessioned | 2017-05-08T21:08:52Z | |
date available | 2017-05-08T21:08:52Z | |
date copyright | March 1985 | |
date issued | 1985 | |
identifier other | %28asce%290733-950x%281985%29111%3A2%28401%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/40443 | |
description abstract | A 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. | |
publisher | American Society of Civil Engineers | |
title | Finite Water Depth Effects on Nonlinear Waves | |
type | Journal Paper | |
journal volume | 111 | |
journal issue | 2 | |
journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
identifier doi | 10.1061/(ASCE)0733-950X(1985)111:2(401) | |
tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 002 | |
contenttype | Fulltext | |