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    Ensemble-Averaged Flow Routing in Channel Networks: Kinematic Wave Equation

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 007
    Author:
    I. Haltas
    ,
    M. L. Kavvas
    DOI: 10.1061/(ASCE)HE.1943-5584.0000038
    Publisher: American Society of Civil Engineers
    Abstract: A new ensemble-averaged kinematic wave equation is derived for the flow routing problem in channel networks. This derivation is performed by ensemble averaging the second-order Taylor series expansion of the point scale kinematic wave equation around the mean value of the equation’s parameters. Utilizing this ensemble-averaged kinematic wave equation, the ensemble-averaged solution for the same ordered channels (according to the Strahler–Horton ordering) are obtained. Instead of solving the flow at each channel one by one, the ensemble-averaged solution is computed for the ensemble of channels that are of the same order within the channel network. Ensemble averaging is only applied to the channel orders that include a sufficient number of channels to form an ensemble of adequate size. Using this methodology, the computational load, parameter data requirements, and time/effort required to set up the model are reduced substantially. Besides the obtained economy in computations, data requirements and effort to set up the model, this methodology also provides satisfactory results when compared to the numerical solutions of the flows within the actual, detailed channel network.
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      Ensemble-Averaged Flow Routing in Channel Networks: Kinematic Wave Equation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/62917
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    • Journal of Hydrologic Engineering

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    contributor authorI. Haltas
    contributor authorM. L. Kavvas
    date accessioned2017-05-08T21:48:24Z
    date available2017-05-08T21:48:24Z
    date copyrightJuly 2009
    date issued2009
    identifier other%28asce%29he%2E1943-5584%2E0000056.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62917
    description abstractA new ensemble-averaged kinematic wave equation is derived for the flow routing problem in channel networks. This derivation is performed by ensemble averaging the second-order Taylor series expansion of the point scale kinematic wave equation around the mean value of the equation’s parameters. Utilizing this ensemble-averaged kinematic wave equation, the ensemble-averaged solution for the same ordered channels (according to the Strahler–Horton ordering) are obtained. Instead of solving the flow at each channel one by one, the ensemble-averaged solution is computed for the ensemble of channels that are of the same order within the channel network. Ensemble averaging is only applied to the channel orders that include a sufficient number of channels to form an ensemble of adequate size. Using this methodology, the computational load, parameter data requirements, and time/effort required to set up the model are reduced substantially. Besides the obtained economy in computations, data requirements and effort to set up the model, this methodology also provides satisfactory results when compared to the numerical solutions of the flows within the actual, detailed channel network.
    publisherAmerican Society of Civil Engineers
    titleEnsemble-Averaged Flow Routing in Channel Networks: Kinematic Wave Equation
    typeJournal Paper
    journal volume14
    journal issue7
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000038
    treeJournal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 007
    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
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