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    Wind Wave Growth in Shallow Water

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author:
    Charles L. Vincent
    ,
    Steven A. Hughes
    DOI: 10.1061/(ASCE)0733-950X(1985)111:4(765)
    Publisher: American Society of Civil Engineers
    Abstract: New developments in the area of shallow water wave spectra have aided in the derivation of an equation for the limiting wave height in the case of fully saturated wind seas in shallow water. The result is very similar to the empirically derived expression obtained by Bretschneider in 1958. Starting with an equation for the depth controlled zero moment wave height in terms of depth, Phillip's coefficient, and the wave period associated with the peak spectral frequency, the result is obtained using a recently developed empirical experssion for the Phillip's coefficient and a method for specifying the peak spectral frequency at full development in shallow water. The good comparison to Bretschneider's result is satisfying in that further validity is added to the basic equation used in the derivation and to the newer developments in shallow water spectral representations.
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      Wind Wave Growth in Shallow Water

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40470
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorCharles L. Vincent
    contributor authorSteven A. Hughes
    date accessioned2017-05-08T21:08:55Z
    date available2017-05-08T21:08:55Z
    date copyrightJanuary 1985
    date issued1985
    identifier other%28asce%290733-950x%281985%29111%3A4%28765%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40470
    description abstractNew developments in the area of shallow water wave spectra have aided in the derivation of an equation for the limiting wave height in the case of fully saturated wind seas in shallow water. The result is very similar to the empirically derived expression obtained by Bretschneider in 1958. Starting with an equation for the depth controlled zero moment wave height in terms of depth, Phillip's coefficient, and the wave period associated with the peak spectral frequency, the result is obtained using a recently developed empirical experssion for the Phillip's coefficient and a method for specifying the peak spectral frequency at full development in shallow water. The good comparison to Bretschneider's result is satisfying in that further validity is added to the basic equation used in the derivation and to the newer developments in shallow water spectral representations.
    publisherAmerican Society of Civil Engineers
    titleWind Wave Growth in Shallow Water
    typeJournal Paper
    journal volume111
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1985)111:4(765)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 004
    contenttypeFulltext
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