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    Dispersion Effects on Longshore Currents in Surf Zones

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author:
    Nobuhisa Kobayashi
    ,
    Entin A. Karjadi
    ,
    Bradley D. Johnson
    DOI: 10.1061/(ASCE)0733-950X(1997)123:5(240)
    Publisher: American Society of Civil Engineers
    Abstract: A time-dependent model for obliquely incident shallow-water waves with small incident angles is developed to elucidate the dispersion effects due to the vertical variations of instantaneous horizontal fluid velocities on the cross-shore variations of the wave height, setup, and longshore current in surf zones. The three equations for the cross-shore continuity, momentum, and momentum flux correction are solved numerically to predict the water depth and the cross-shore depth-averaged and near-bottom velocities. The two equations for the alongshore momentum and momentum flux correction are derived and solved to predict the alongshore depth-averaged and near-bottom velocities. The developed model is compared with laboratory and field data for planar beaches. The dispersion effects on the wave height and setup are shown to be minor. The dispersion effects on the longshore current are significant for regular waves but secondary for irregular waves. The model is also shown to predict the vertical shape of the longshore current in the surf zone but not outside the surf zone.
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      Dispersion Effects on Longshore Currents in Surf Zones

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/41204
    Collections
    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorNobuhisa Kobayashi
    contributor authorEntin A. Karjadi
    contributor authorBradley D. Johnson
    date accessioned2017-05-08T21:10:02Z
    date available2017-05-08T21:10:02Z
    date copyrightSeptember 1997
    date issued1997
    identifier other%28asce%290733-950x%281997%29123%3A5%28240%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41204
    description abstractA time-dependent model for obliquely incident shallow-water waves with small incident angles is developed to elucidate the dispersion effects due to the vertical variations of instantaneous horizontal fluid velocities on the cross-shore variations of the wave height, setup, and longshore current in surf zones. The three equations for the cross-shore continuity, momentum, and momentum flux correction are solved numerically to predict the water depth and the cross-shore depth-averaged and near-bottom velocities. The two equations for the alongshore momentum and momentum flux correction are derived and solved to predict the alongshore depth-averaged and near-bottom velocities. The developed model is compared with laboratory and field data for planar beaches. The dispersion effects on the wave height and setup are shown to be minor. The dispersion effects on the longshore current are significant for regular waves but secondary for irregular waves. The model is also shown to predict the vertical shape of the longshore current in the surf zone but not outside the surf zone.
    publisherAmerican Society of Civil Engineers
    titleDispersion Effects on Longshore Currents in Surf Zones
    typeJournal Paper
    journal volume123
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1997)123:5(240)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 005
    contenttypeFulltext
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