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    Statistical Distribution of Maximum Surface Displacement in Weakly Nonlinear Random Waves

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author:
    Jin-Bao Song
    ,
    Yong-Hong Wu
    DOI: 10.1061/(ASCE)0733-950X(1999)125:2(59)
    Publisher: American Society of Civil Engineers
    Abstract: Based on the second-order random wave theory, a joint statistical distribution of the sea surface displacement at a spatially fixed point and its time derivatives of order one and two are derived by using the characteristic function expansion method. From the joint distribution derived, a statistical distribution of the maximum sea surface displacement then is determined. The distribution is found to depend on the frequency spectrum of sea waves associated with the linear approximation and the second-order wave-wave interaction. It is noted that the distribution derived from the present work includes that derived from the linear wave theory as a special case. To demonstrate the nonlinear effect and the significance of the theoretical results developed, the maxima distribution of surface displacement of deepwater unidirectional waves is computed and compared with that obtained by the linear wave model.
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    • Statistics

      Statistical Distribution of Maximum Surface Displacement in Weakly Nonlinear Random Waves

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41279
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJin-Bao Song
    contributor authorYong-Hong Wu
    date accessioned2017-05-08T21:10:10Z
    date available2017-05-08T21:10:10Z
    date copyrightMarch 1999
    date issued1999
    identifier other%28asce%290733-950x%281999%29125%3A2%2859%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41279
    description abstractBased on the second-order random wave theory, a joint statistical distribution of the sea surface displacement at a spatially fixed point and its time derivatives of order one and two are derived by using the characteristic function expansion method. From the joint distribution derived, a statistical distribution of the maximum sea surface displacement then is determined. The distribution is found to depend on the frequency spectrum of sea waves associated with the linear approximation and the second-order wave-wave interaction. It is noted that the distribution derived from the present work includes that derived from the linear wave theory as a special case. To demonstrate the nonlinear effect and the significance of the theoretical results developed, the maxima distribution of surface displacement of deepwater unidirectional waves is computed and compared with that obtained by the linear wave model.
    publisherAmerican Society of Civil Engineers
    titleStatistical Distribution of Maximum Surface Displacement in Weakly Nonlinear Random Waves
    typeJournal Paper
    journal volume125
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1999)125:2(59)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 002
    contenttypeFulltext
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