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    Long Waves due to Interactions beneath Wave Groups

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 006
    Author:
    Jen Men Lo
    ,
    Robert G. Dean
    DOI: 10.1061/(ASCE)0733-950X(1995)121:6(317)
    Publisher: American Society of Civil Engineers
    Abstract: Long 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.
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      Long Waves due to Interactions beneath Wave Groups

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    http://yetl.yabesh.ir/yetl1/handle/yetl/41118
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    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
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