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    Numerical Simulations of Wave Setup over Barred Beach Profiles: Implications for Predictability

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 004
    Author:
    Scott A. Stephens
    ,
    Giovanni Coco
    ,
    Karin R. Bryan
    DOI: 10.1061/(ASCE)WW.1943-5460.0000076
    Publisher: American Society of Civil Engineers
    Abstract: Numerical simulations of cross-shore wave transformation and associated wave setup were performed for 100,000 realistic combinations of wave height, period, and beach profile. Results of numerical simulations were compared with a widely used empirical predictor of wave setup, and the outcome was a large variability in setup relative to that calculated by the empirical predictor. The variability, comparable in magnitude to the scatter around the empirical predictor developed with field observations, arose from wave energy dissipation over the cross-shore profile that was not taken into account. The beach-face slope commonly used in empirical predictors can be a poor descriptor of wave transformation across the beach profile, where most of the wave energy dissipation and setup generation occurs. Shoreline setup appears to be far more dependent on accurate characterization of the offshore profile (e.g., bar location and depth) than the beach-face slope.
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      Numerical Simulations of Wave Setup over Barred Beach Profiles: Implications for Predictability

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/70352
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorScott A. Stephens
    contributor authorGiovanni Coco
    contributor authorKarin R. Bryan
    date accessioned2017-05-08T22:04:05Z
    date available2017-05-08T22:04:05Z
    date copyrightJuly 2011
    date issued2011
    identifier other%28asce%29ww%2E1943-5460%2E0000121.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70352
    description abstractNumerical simulations of cross-shore wave transformation and associated wave setup were performed for 100,000 realistic combinations of wave height, period, and beach profile. Results of numerical simulations were compared with a widely used empirical predictor of wave setup, and the outcome was a large variability in setup relative to that calculated by the empirical predictor. The variability, comparable in magnitude to the scatter around the empirical predictor developed with field observations, arose from wave energy dissipation over the cross-shore profile that was not taken into account. The beach-face slope commonly used in empirical predictors can be a poor descriptor of wave transformation across the beach profile, where most of the wave energy dissipation and setup generation occurs. Shoreline setup appears to be far more dependent on accurate characterization of the offshore profile (e.g., bar location and depth) than the beach-face slope.
    publisherAmerican Society of Civil Engineers
    titleNumerical Simulations of Wave Setup over Barred Beach Profiles: Implications for Predictability
    typeJournal Paper
    journal volume137
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000076
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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