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    Irregular Wave‐Induced Velocities in Shallow Water

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author:
    Nels J. Sultan
    ,
    Steven A. Hughes
    DOI: 10.1061/(ASCE)0733-950X(1993)119:4(429)
    Publisher: American Society of Civil Engineers
    Abstract: Irregular water waves were generated in a flat‐bottomed, two‐dimensional wave tank with a partially reflecting spending beach. The horizontal and vertical velocity of the fluid particles was measured with a laser Doppler velocimeter at middepth and near bottom in the water column. The results show that a linear theory equation predicts the root‐mean‐square (rms) water particle velocity to within 10% given the measured incident wave height spectrum, reflection coefficients, and water depth. An extension of the Gaussian probability distribution based on the Gram‐Charlier series was applied to the velocity time series. This extended distribution did not fit the measured data better than the ordinary Gaussian distribution. The Beta‐Rayleigh probability distribution function was applied to peak velocities. A slight improvement is observed over the ordinary Rayleigh distribution. The parameters of the Beta‐Rayleigh distribution are empirically correlated with parameters of the incident wave spectrum.
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      Irregular Wave‐Induced Velocities in Shallow Water

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41006
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorNels J. Sultan
    contributor authorSteven A. Hughes
    date accessioned2017-05-08T21:09:43Z
    date available2017-05-08T21:09:43Z
    date copyrightJuly 1993
    date issued1993
    identifier other%28asce%290733-950x%281993%29119%3A4%28429%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41006
    description abstractIrregular water waves were generated in a flat‐bottomed, two‐dimensional wave tank with a partially reflecting spending beach. The horizontal and vertical velocity of the fluid particles was measured with a laser Doppler velocimeter at middepth and near bottom in the water column. The results show that a linear theory equation predicts the root‐mean‐square (rms) water particle velocity to within 10% given the measured incident wave height spectrum, reflection coefficients, and water depth. An extension of the Gaussian probability distribution based on the Gram‐Charlier series was applied to the velocity time series. This extended distribution did not fit the measured data better than the ordinary Gaussian distribution. The Beta‐Rayleigh probability distribution function was applied to peak velocities. A slight improvement is observed over the ordinary Rayleigh distribution. The parameters of the Beta‐Rayleigh distribution are empirically correlated with parameters of the incident wave spectrum.
    publisherAmerican Society of Civil Engineers
    titleIrregular Wave‐Induced Velocities in Shallow Water
    typeJournal Paper
    journal volume119
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1993)119:4(429)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 004
    contenttypeFulltext
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