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    Local Time Stepping for Modeling Open Channel Flows

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author:
    Amanda J. Crossley
    ,
    Nigel G. Wright
    ,
    Chris D. Whitlow
    DOI: 10.1061/(ASCE)0733-9429(2003)129:6(455)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents two time accurate local time stepping (LTS) algorithms developed within aeronautics and develops the techniques for application to the Saint-Venant equations of open channel flow. The LTS strategies are implemented within an explicit finite volume framework based on using the Roe Riemann solver together with an upwind treatment for the source terms. The benefits of using an LTS approach over more traditional global time stepping methods are illustrated through a series of test cases, and a comparison is made between the two LTS algorithms. The results demonstrate how local time stepping can reduce computer run times, increase the reliability of the error control, and also increase the accuracy of the solution in certain regions.
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      Local Time Stepping for Modeling Open Channel Flows

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    contributor authorAmanda J. Crossley
    contributor authorNigel G. Wright
    contributor authorChris D. Whitlow
    date accessioned2017-05-08T20:44:33Z
    date available2017-05-08T20:44:33Z
    date copyrightJune 2003
    date issued2003
    identifier other%28asce%290733-9429%282003%29129%3A6%28455%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25563
    description abstractThis paper presents two time accurate local time stepping (LTS) algorithms developed within aeronautics and develops the techniques for application to the Saint-Venant equations of open channel flow. The LTS strategies are implemented within an explicit finite volume framework based on using the Roe Riemann solver together with an upwind treatment for the source terms. The benefits of using an LTS approach over more traditional global time stepping methods are illustrated through a series of test cases, and a comparison is made between the two LTS algorithms. The results demonstrate how local time stepping can reduce computer run times, increase the reliability of the error control, and also increase the accuracy of the solution in certain regions.
    publisherAmerican Society of Civil Engineers
    titleLocal Time Stepping for Modeling Open Channel Flows
    typeJournal Paper
    journal volume129
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2003)129:6(455)
    treeJournal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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