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    General Third-Order Solutions for Irregular Waves in Deep Water

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 007
    Author:
    Jun Zhang
    ,
    Lianxiang Chen
    DOI: 10.1061/(ASCE)0733-9399(1999)125:7(768)
    Publisher: American Society of Civil Engineers
    Abstract: The third-order analytical solutions for the strong interactions among three free-wave components are derived using two well-known perturbation methods, namely, the mode-coupling method and the Zakharov equation method. A term-by-term comparison of their solutions shows that the two methods render virtually identical results. The validity and convergence range of the solution are investigated for the interacting free-wave components of various frequencies but within the frequency range of storm seas. It is found that the solution may encounter two types of convergence difficulties, which occur, respectively, in the cases (1) when two of the interacting free-wave components are of quite different frequencies; and (2) when two of the interacting free-wave components are very close in frequency but the frequency of the third free-wave component is relatively larger or smaller.
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      General Third-Order Solutions for Irregular Waves in Deep Water

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85028
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    contributor authorJun Zhang
    contributor authorLianxiang Chen
    date accessioned2017-05-08T22:38:59Z
    date available2017-05-08T22:38:59Z
    date copyrightJuly 1999
    date issued1999
    identifier other%28asce%290733-9399%281999%29125%3A7%28768%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85028
    description abstractThe third-order analytical solutions for the strong interactions among three free-wave components are derived using two well-known perturbation methods, namely, the mode-coupling method and the Zakharov equation method. A term-by-term comparison of their solutions shows that the two methods render virtually identical results. The validity and convergence range of the solution are investigated for the interacting free-wave components of various frequencies but within the frequency range of storm seas. It is found that the solution may encounter two types of convergence difficulties, which occur, respectively, in the cases (1) when two of the interacting free-wave components are of quite different frequencies; and (2) when two of the interacting free-wave components are very close in frequency but the frequency of the third free-wave component is relatively larger or smaller.
    publisherAmerican Society of Civil Engineers
    titleGeneral Third-Order Solutions for Irregular Waves in Deep Water
    typeJournal Paper
    journal volume125
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1999)125:7(768)
    treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 007
    contenttypeFulltext
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