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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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