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    Tidal Flow and Transport Modeling Using ULTIMATE QUICKEST Scheme

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 004
    Author:
    Binliang Lin
    ,
    Roger A. Falconer
    DOI: 10.1061/(ASCE)0733-9429(1997)123:4(303)
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Tidal Flow and Transport Modeling Using ULTIMATE QUICKEST Scheme

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/24423
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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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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian