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contributor authorChia‐Chi Lu
contributor authorJohn D. Wang
contributor authorBernard Le Mehaute
date accessioned2017-05-08T21:09:06Z
date available2017-05-08T21:09:06Z
date copyrightJuly 1987
date issued1987
identifier other%28asce%290733-950x%281987%29113%3A4%28347%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40595
description abstractA numerical solution to periodic nonlinear irrotational surface gravity waves on a horizontal sea floor is developed using an iterative Boundary Integral Equation Method (BIEM). This solution technique is subsequently applied to determine the characteristics of limit waves for which the wave crest theoretically ceases to be rounded and become angled with an included angle of 120°. The analysis includes waves with and without mean currents and can also be used to estimate the wave set‐down. Solutions with zero mean current are parameterized as functions of relative water depth and presented in graphs. In the cases with current, the results are given in terms of the relative water depth and a dimensionless current speed.
publisherAmerican Society of Civil Engineers
titleBoundary Integral Equation Method for Limit Surface Gravity Waves
typeJournal Paper
journal volume113
journal issue4
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1987)113:4(347)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 004
contenttypeFulltext


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