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contributor authorBinliang Lin
contributor authorRoger A. Falconer
date accessioned2017-05-08T20:42:47Z
date available2017-05-08T20:42:47Z
date copyrightApril 1997
date issued1997
identifier other%28asce%290733-9429%281997%29123%3A4%28303%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24423
description abstractThe paper describes an accurate numerical scheme for simulating two-dimensional solute transport in coastal and estuarine waters. The operator-splitting algorithm and a conventional discretization (i.e., no splitting) algorithm have been used to solve the solute transport (or advective-diffusion) equation. To avoid the occurrence of numerical oscillations, the ULTIMATE algorithm and the third-order accurate QUICKEST scheme have been used to represent the advective terms in the equation. A boundary-fitted curvilinear coordinate system has also been deployed to obtain a more accurate solution of the tidal currents. The model has been verified for a series of numerical tests, and has been applied to predict the water quality constituent and sediment transport fluxes in the Humber Estuary, U.K.
publisherAmerican Society of Civil Engineers
titleTidal Flow and Transport Modeling Using ULTIMATE QUICKEST Scheme
typeJournal Paper
journal volume123
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1997)123:4(303)
treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 004
contenttypeFulltext


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