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    Statistical Modeling of Overtopping for Extreme Waves on Fixed Deck

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 004
    Author:
    Nobuhito Mori
    ,
    Daniel T. Cox
    DOI: 10.1061/(ASCE)0733-950X(2003)129:4(165)
    Publisher: American Society of Civil Engineers
    Abstract: A statistical model is developed to predict wave overtopping of extreme waves on a fixed deck. The probability density function for the volume of overtopping water is based on the truncated Weibull distribution with the assumption of a local sinusoidal wave profile. The sensitivity to the wave nonlinearity parameter and deck clearance is discussed. The statistical model is compared to laboratory data for the instantaneous free surface elevation measured in front of a fixed deck and the instantaneous free surface elevation and overtopping rate measured at the leading edge of the deck. The statistical theory compared well with the measured exceedance probability seaward of the deck. Conditional sampling of the crest heights seaward of the deck gave a normalized probability distribution similar to that of the maximum water level measured on the deck for each overtopping event. The model prediction of the exceedance probability of deck overtopping gave very good agreement for large overtopping values.
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    • Statistics

      Statistical Modeling of Overtopping for Extreme Waves on Fixed Deck

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41482
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorNobuhito Mori
    contributor authorDaniel T. Cox
    date accessioned2017-05-08T21:10:26Z
    date available2017-05-08T21:10:26Z
    date copyrightJuly 2003
    date issued2003
    identifier other%28asce%290733-950x%282003%29129%3A4%28165%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41482
    description abstractA statistical model is developed to predict wave overtopping of extreme waves on a fixed deck. The probability density function for the volume of overtopping water is based on the truncated Weibull distribution with the assumption of a local sinusoidal wave profile. The sensitivity to the wave nonlinearity parameter and deck clearance is discussed. The statistical model is compared to laboratory data for the instantaneous free surface elevation measured in front of a fixed deck and the instantaneous free surface elevation and overtopping rate measured at the leading edge of the deck. The statistical theory compared well with the measured exceedance probability seaward of the deck. Conditional sampling of the crest heights seaward of the deck gave a normalized probability distribution similar to that of the maximum water level measured on the deck for each overtopping event. The model prediction of the exceedance probability of deck overtopping gave very good agreement for large overtopping values.
    publisherAmerican Society of Civil Engineers
    titleStatistical Modeling of Overtopping for Extreme Waves on Fixed Deck
    typeJournal Paper
    journal volume129
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2003)129:4(165)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 004
    contenttypeFulltext
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