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    Effect of Breaking Waves and External Current on Longshore Sediment Transport

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author:
    Ali Farhadzadeh
    ,
    Nobuhisa Kobayashi
    ,
    Mark B. Gravens
    DOI: 10.1061/(ASCE)WW.1943-5460.0000123
    Publisher: American Society of Civil Engineers
    Abstract: The effects of external currents on the longshore current and sediment transport in the surf zone are examined using the cross-shore numerical model CSHORE, which is extended to include the alongshore pressure gradient term in the longshore momentum equation and to allow oblique waves in the swash zone on a beach. The extended CSHORE is compared with five tests conducted in a wave basin with a recirculation system. The cross-shore variations of the longshore current and sediment-transport rate are predicted fairly well for the cases of no and favorable pressure gradients. The cases of adverse and time-varying pressure gradients are computed to extrapolate the experimental results for wider applications.
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      Effect of Breaking Waves and External Current on Longshore Sediment Transport

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70404
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorAli Farhadzadeh
    contributor authorNobuhisa Kobayashi
    contributor authorMark B. Gravens
    date accessioned2017-05-08T22:04:09Z
    date available2017-05-08T22:04:09Z
    date copyrightMay 2012
    date issued2012
    identifier other%28asce%29ww%2E1943-5460%2E0000169.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70404
    description abstractThe effects of external currents on the longshore current and sediment transport in the surf zone are examined using the cross-shore numerical model CSHORE, which is extended to include the alongshore pressure gradient term in the longshore momentum equation and to allow oblique waves in the swash zone on a beach. The extended CSHORE is compared with five tests conducted in a wave basin with a recirculation system. The cross-shore variations of the longshore current and sediment-transport rate are predicted fairly well for the cases of no and favorable pressure gradients. The cases of adverse and time-varying pressure gradients are computed to extrapolate the experimental results for wider applications.
    publisherAmerican Society of Civil Engineers
    titleEffect of Breaking Waves and External Current on Longshore Sediment Transport
    typeJournal Paper
    journal volume138
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000123
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 003
    contenttypeFulltext
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