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    Model for Decay of Random Waves in Surf Zone

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author:
    Magnus Larson
    DOI: 10.1061/(ASCE)0733-950X(1995)121:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: A model for the decay of random waves in the surf zone that requires transformation of only one representative wave height [root-mean square (RMS)] without making any assumption about the shape of the probability-density function is presented. The breaker decay model proposed by Dally is used as a starting point in the derivation of the new model. It is assumed that random wave properties in the surf zone may be obtained by individually transforming a large number of waves across shore and adding together the effect from each single-wave component. In deeper water, outside the surf zone, where wave breaking is negligible, a Rayleigh distribution is employed to characterize the randomness of the sea. This semianalytic model is compared with a complete Monte Carlo–simulation approach for different beach profile shapes, including barred profiles, and macrofeatures of wave height and energy flux transformation across the surf zone are similar for the two approaches. Comparisons are made in the paper with laboratory data from the SUPERTANK project and field data from the DELILAH project.
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      Model for Decay of Random Waves in Surf Zone

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    http://yetl.yabesh.ir/yetl1/handle/yetl/41077
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorMagnus Larson
    date accessioned2017-05-08T21:09:50Z
    date available2017-05-08T21:09:50Z
    date copyrightJanuary 1995
    date issued1995
    identifier other%28asce%290733-950x%281995%29121%3A1%281%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41077
    description abstractA model for the decay of random waves in the surf zone that requires transformation of only one representative wave height [root-mean square (RMS)] without making any assumption about the shape of the probability-density function is presented. The breaker decay model proposed by Dally is used as a starting point in the derivation of the new model. It is assumed that random wave properties in the surf zone may be obtained by individually transforming a large number of waves across shore and adding together the effect from each single-wave component. In deeper water, outside the surf zone, where wave breaking is negligible, a Rayleigh distribution is employed to characterize the randomness of the sea. This semianalytic model is compared with a complete Monte Carlo–simulation approach for different beach profile shapes, including barred profiles, and macrofeatures of wave height and energy flux transformation across the surf zone are similar for the two approaches. Comparisons are made in the paper with laboratory data from the SUPERTANK project and field data from the DELILAH project.
    publisherAmerican Society of Civil Engineers
    titleModel for Decay of Random Waves in Surf Zone
    typeJournal Paper
    journal volume121
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1995)121:1(1)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 001
    contenttypeFulltext
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