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    Experimental Verification of Numerical Model for Nonlinear Wave Evolutions

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author:
    Takumi Ohyama
    ,
    Serdar Beji
    ,
    Kazuo Nadaoka
    ,
    Jurjen A. Battjes
    DOI: 10.1061/(ASCE)0733-950X(1994)120:6(637)
    Publisher: American Society of Civil Engineers
    Abstract: Data collected from measurements in a two‐dimensional (2D) wave flume with a trapezoidal bar on a horizontal bottom are used to test the numerical model previously developed by the writers. The experiments were performed both for monochromatic and for random waves, with two different peak frequencies. Overall agreement between the computations and the measurements is quite satisfactory, indicating that the numerical model favorably predicts waveform evolutions resulting from shoaling over the upslope, near‐resonant wave‐wave interactions over the bar, and decomposition behind the bar.
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      Experimental Verification of Numerical Model for Nonlinear Wave Evolutions

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41073
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorTakumi Ohyama
    contributor authorSerdar Beji
    contributor authorKazuo Nadaoka
    contributor authorJurjen A. Battjes
    date accessioned2017-05-08T21:09:49Z
    date available2017-05-08T21:09:49Z
    date copyrightNovember 1994
    date issued1994
    identifier other%28asce%290733-950x%281994%29120%3A6%28637%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41073
    description abstractData collected from measurements in a two‐dimensional (2D) wave flume with a trapezoidal bar on a horizontal bottom are used to test the numerical model previously developed by the writers. The experiments were performed both for monochromatic and for random waves, with two different peak frequencies. Overall agreement between the computations and the measurements is quite satisfactory, indicating that the numerical model favorably predicts waveform evolutions resulting from shoaling over the upslope, near‐resonant wave‐wave interactions over the bar, and decomposition behind the bar.
    publisherAmerican Society of Civil Engineers
    titleExperimental Verification of Numerical Model for Nonlinear Wave Evolutions
    typeJournal Paper
    journal volume120
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1994)120:6(637)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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