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    Effect of a Shallow Water Obstruction on Long Wave Runup and Overland Flow Velocity

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 006
    Author:
    Patrick J. Lynett
    DOI: 10.1061/(ASCE)0733-950X(2007)133:6(455)
    Publisher: American Society of Civil Engineers
    Abstract: A study is presented to examine the one-horizontal dimension effect of a shallow shelf obstacle on nonlinear long wave runup. Due to the large horizontal-vertical aspect ratio of this problem, it is not well suited for experimental analysis, and therefore this study is purely numerical. Simulations are performed for various incident wave conditions, obstacle height and widths, and final beach slopes. Many of the setups involve breaking, either through approaching the obstacle as a large breaking bore, incipient breaking on top of the obstacle, or breaking during the beach uprush. The general conclusion of this study is that, for highly nonlinear waves (
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      Effect of a Shallow Water Obstruction on Long Wave Runup and Overland Flow Velocity

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    contributor authorPatrick J. Lynett
    date accessioned2017-05-08T21:10:48Z
    date available2017-05-08T21:10:48Z
    date copyrightNovember 2007
    date issued2007
    identifier other%28asce%290733-950x%282007%29133%3A6%28455%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41711
    description abstractA study is presented to examine the one-horizontal dimension effect of a shallow shelf obstacle on nonlinear long wave runup. Due to the large horizontal-vertical aspect ratio of this problem, it is not well suited for experimental analysis, and therefore this study is purely numerical. Simulations are performed for various incident wave conditions, obstacle height and widths, and final beach slopes. Many of the setups involve breaking, either through approaching the obstacle as a large breaking bore, incipient breaking on top of the obstacle, or breaking during the beach uprush. The general conclusion of this study is that, for highly nonlinear waves (
    publisherAmerican Society of Civil Engineers
    titleEffect of a Shallow Water Obstruction on Long Wave Runup and Overland Flow Velocity
    typeJournal Paper
    journal volume133
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2007)133:6(455)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 006
    contenttypeFulltext
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