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    Accuracy of Kinematic Wave Approximation for Flood Routing. II. Unsteady Analysis

    Source: Journal of Hydrologic Engineering:;2008:;Volume ( 013 ):;issue: 011
    Author:
    Tommaso Moramarco
    ,
    Claudia Pandolfo
    ,
    Vijay P. Singh
    DOI: 10.1061/(ASCE)1084-0699(2008)13:11(1089)
    Publisher: American Society of Civil Engineers
    Abstract: The applicability of the kinematic wave (KW) approximation was investigated for unsteady flow in prismatic channels. Each of the 16 cases analyzed under steady flow conditions by Moramarco et al. (2008) was now perturbed such that synthetic discharge hydrographs varying around the steady value
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      Accuracy of Kinematic Wave Approximation for Flood Routing. II. Unsteady Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/50125
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    contributor authorTommaso Moramarco
    contributor authorClaudia Pandolfo
    contributor authorVijay P. Singh
    date accessioned2017-05-08T21:24:16Z
    date available2017-05-08T21:24:16Z
    date copyrightNovember 2008
    date issued2008
    identifier other%28asce%291084-0699%282008%2913%3A11%281089%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50125
    description abstractThe applicability of the kinematic wave (KW) approximation was investigated for unsteady flow in prismatic channels. Each of the 16 cases analyzed under steady flow conditions by Moramarco et al. (2008) was now perturbed such that synthetic discharge hydrographs varying around the steady value
    publisherAmerican Society of Civil Engineers
    titleAccuracy of Kinematic Wave Approximation for Flood Routing. II. Unsteady Analysis
    typeJournal Paper
    journal volume13
    journal issue11
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2008)13:11(1089)
    treeJournal of Hydrologic Engineering:;2008:;Volume ( 013 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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