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    Finite Water Depth Effects on Nonlinear Waves

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author:
    Hang Tuah
    ,
    Robert T. Hudspeth
    DOI: 10.1061/(ASCE)0733-950X(1985)111:2(401)
    Publisher: American Society of Civil Engineers
    Abstract: A representation for nonlinear random waves is obtained from a perturbatioh expansion method. The first‐order wave solution is assumed to be a zero‐mean, Gaussian process. The skewness measure and the skewness kernel for the nonlinear second‐order waves are examined numerically and are compared with hurricane‐generated, real ocean waves. These skewness measures are shown to always be positive and to increase as the water depth decreases. The effects of the angle of intersection between interacting wave trains are also examined numerically.
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      Finite Water Depth Effects on Nonlinear Waves

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40443
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorHang Tuah
    contributor authorRobert T. Hudspeth
    date accessioned2017-05-08T21:08:52Z
    date available2017-05-08T21:08:52Z
    date copyrightMarch 1985
    date issued1985
    identifier other%28asce%290733-950x%281985%29111%3A2%28401%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40443
    description abstractA representation for nonlinear random waves is obtained from a perturbatioh expansion method. The first‐order wave solution is assumed to be a zero‐mean, Gaussian process. The skewness measure and the skewness kernel for the nonlinear second‐order waves are examined numerically and are compared with hurricane‐generated, real ocean waves. These skewness measures are shown to always be positive and to increase as the water depth decreases. The effects of the angle of intersection between interacting wave trains are also examined numerically.
    publisherAmerican Society of Civil Engineers
    titleFinite Water Depth Effects on Nonlinear Waves
    typeJournal Paper
    journal volume111
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1985)111:2(401)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 002
    contenttypeFulltext
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