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contributor authorThomas H. Dawson
date accessioned2017-05-08T21:10:28Z
date available2017-05-08T21:10:28Z
date copyrightJanuary 2004
date issued2004
identifier other%28asce%290733-950x%282004%29130%3A1%2839%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41511
description abstractThe application of Stokes fifth-order wave theory to random deep-water waves is considered in connection with nonlinearity in crest amplitudes. The theory is shown to apply, on average, to crest amplitudes and wave heights, although differences exist for individual waves as a result of variation in wave frequency. Corrections to the Rayleigh law and associated predictions of fractions of waves exceeding crest threshold levels are shown to be in close agreement with measurements for heavy seas when the significant wave height and average wave period are specified accurately.
publisherAmerican Society of Civil Engineers
titleStokes Correction for Nonlinearity of Wave Crests in Heavy Seas
typeJournal Paper
journal volume130
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2004)130:1(39)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 001
contenttypeFulltext


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