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    Lagrangian Transport Model for Estuaries

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1984:;Volume ( 110 ):;issue: 003
    Author:
    Tavit O. Najarian
    ,
    Dong‐Ping Wang
    ,
    Po‐Shu Huang
    DOI: 10.1061/(ASCE)0733-950X(1984)110:3(321)
    Publisher: American Society of Civil Engineers
    Abstract: A two‐dimensional (in a vertical plane), nonlinear model is used to analyze tide‐induced mean currents in shallow estuaries forced with tides of significant amplitude. The model is first verified by comparing its results with known analytical solutions of Lagrangian currents in a uniform and homogeneous estuary. The Lagrangian velocity fields are derived from the computed mean Eulerian and Stokes velocities in the estuary. A set of model experiments is performed to investigate the influences of tidal forcing, density gradients, and topographic variations on the mean circulation in tidal channels. It is shown that the tide‐induced transport opposes density‐induced transport in tidal rivers. Model sensitivity analysis indicates that for mean estuarine circulation studies, it is essential to include the coupled effects of density and tides active in the domain of interest.
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      Lagrangian Transport Model for Estuaries

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40378
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorTavit O. Najarian
    contributor authorDong‐Ping Wang
    contributor authorPo‐Shu Huang
    date accessioned2017-05-08T21:08:45Z
    date available2017-05-08T21:08:45Z
    date copyrightAugust 1984
    date issued1984
    identifier other%28asce%290733-950x%281984%29110%3A3%28321%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40378
    description abstractA two‐dimensional (in a vertical plane), nonlinear model is used to analyze tide‐induced mean currents in shallow estuaries forced with tides of significant amplitude. The model is first verified by comparing its results with known analytical solutions of Lagrangian currents in a uniform and homogeneous estuary. The Lagrangian velocity fields are derived from the computed mean Eulerian and Stokes velocities in the estuary. A set of model experiments is performed to investigate the influences of tidal forcing, density gradients, and topographic variations on the mean circulation in tidal channels. It is shown that the tide‐induced transport opposes density‐induced transport in tidal rivers. Model sensitivity analysis indicates that for mean estuarine circulation studies, it is essential to include the coupled effects of density and tides active in the domain of interest.
    publisherAmerican Society of Civil Engineers
    titleLagrangian Transport Model for Estuaries
    typeJournal Paper
    journal volume110
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1984)110:3(321)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1984:;Volume ( 110 ):;issue: 003
    contenttypeFulltext
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