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    Boundary Integral Equation Method for Limit Surface Gravity Waves

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author:
    Chia‐Chi Lu
    ,
    John D. Wang
    ,
    Bernard Le Mehaute
    DOI: 10.1061/(ASCE)0733-950X(1987)113:4(347)
    Publisher: American Society of Civil Engineers
    Abstract: A numerical solution to periodic nonlinear irrotational surface gravity waves on a horizontal sea floor is developed using an iterative Boundary Integral Equation Method (BIEM). This solution technique is subsequently applied to determine the characteristics of limit waves for which the wave crest theoretically ceases to be rounded and become angled with an included angle of 120°. The analysis includes waves with and without mean currents and can also be used to estimate the wave set‐down. Solutions with zero mean current are parameterized as functions of relative water depth and presented in graphs. In the cases with current, the results are given in terms of the relative water depth and a dimensionless current speed.
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      Boundary Integral Equation Method for Limit Surface Gravity Waves

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40595
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorChia‐Chi Lu
    contributor authorJohn D. Wang
    contributor authorBernard Le Mehaute
    date accessioned2017-05-08T21:09:06Z
    date available2017-05-08T21:09:06Z
    date copyrightJuly 1987
    date issued1987
    identifier other%28asce%290733-950x%281987%29113%3A4%28347%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40595
    description abstractA numerical solution to periodic nonlinear irrotational surface gravity waves on a horizontal sea floor is developed using an iterative Boundary Integral Equation Method (BIEM). This solution technique is subsequently applied to determine the characteristics of limit waves for which the wave crest theoretically ceases to be rounded and become angled with an included angle of 120°. The analysis includes waves with and without mean currents and can also be used to estimate the wave set‐down. Solutions with zero mean current are parameterized as functions of relative water depth and presented in graphs. In the cases with current, the results are given in terms of the relative water depth and a dimensionless current speed.
    publisherAmerican Society of Civil Engineers
    titleBoundary Integral Equation Method for Limit Surface Gravity Waves
    typeJournal Paper
    journal volume113
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1987)113:4(347)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 004
    contenttypeFulltext
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