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    Nonlinear Convection-Diffusion Equation with Mixing-Cell Method for Channel Flood Routing

    Source: Journal of Hydrologic Engineering:;2003:;Volume ( 008 ):;issue: 005
    Author:
    G.-T. Wang
    ,
    S. Chen
    ,
    J. Boll
    ,
    V. P. Singh
    DOI: 10.1061/(ASCE)1084-0699(2003)8:5(259)
    Publisher: American Society of Civil Engineers
    Abstract: Using a reference Froude number, a nonlinear convection-diffusion equation was derived from the Saint-Venant equations of continuity and momentum, and was solved by a mixing-cell method. The method involves discretizing the nonlinear diffusion equation in space and transforming it to a first-order nonlinear ordinary differential equation where the optimal space interval is obtained to be the same as the characteristic reach length. The nonlinear ordinary differential equation was solved by the fourth-order Runge-Kutta method. The method was tested with numerical examples, and compared with the looped-rating Muskingum-Cunge model and a lambda scheme. The outflow hydrographs produced by this method were of comparable accuracy.
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      Nonlinear Convection-Diffusion Equation with Mixing-Cell Method for Channel Flood Routing

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/49735
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    • Journal of Hydrologic Engineering

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    contributor authorG.-T. Wang
    contributor authorS. Chen
    contributor authorJ. Boll
    contributor authorV. P. Singh
    date accessioned2017-05-08T21:23:38Z
    date available2017-05-08T21:23:38Z
    date copyrightSeptember 2003
    date issued2003
    identifier other%28asce%291084-0699%282003%298%3A5%28259%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49735
    description abstractUsing a reference Froude number, a nonlinear convection-diffusion equation was derived from the Saint-Venant equations of continuity and momentum, and was solved by a mixing-cell method. The method involves discretizing the nonlinear diffusion equation in space and transforming it to a first-order nonlinear ordinary differential equation where the optimal space interval is obtained to be the same as the characteristic reach length. The nonlinear ordinary differential equation was solved by the fourth-order Runge-Kutta method. The method was tested with numerical examples, and compared with the looped-rating Muskingum-Cunge model and a lambda scheme. The outflow hydrographs produced by this method were of comparable accuracy.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Convection-Diffusion Equation with Mixing-Cell Method for Channel Flood Routing
    typeJournal Paper
    journal volume8
    journal issue5
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2003)8:5(259)
    treeJournal of Hydrologic Engineering:;2003:;Volume ( 008 ):;issue: 005
    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