Show simple item record

contributor authorJen Men Lo
contributor authorRobert G. Dean
date accessioned2017-05-08T21:09:55Z
date available2017-05-08T21:09:55Z
date copyrightNovember 1995
date issued1995
identifier other%28asce%290733-950x%281995%29121%3A6%28317%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41118
description abstractLong waves coupled to and forced by groups of primary waves in water of uniform, but arbitrary depth are investigated. Stream function wave theory is used to represent the long waves, which are driven by a virtual pressure and a virtual vertical velocity associated with the groups of first-order incoming waves. Results are presented for the case of a wave group formed by two primary waves with equal amplitudes and slightly different frequencies. This method provides more realistic results than those of Longuet-Higgins and Stewart, especially in shallow water, where their approach predicts long-wave heights that are too large. The interpretation for the smaller wave heights obtained herein, especially in shallow water, is that inclusion of the nonlinearities in the long-wave representation causes its celerity to differ from that of the wave groups, thereby “detuning” the system.
publisherAmerican Society of Civil Engineers
titleLong Waves due to Interactions beneath Wave Groups
typeJournal Paper
journal volume121
journal issue6
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1995)121:6(317)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 006
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record