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    Estimating an Impedance-to-Flow Parameter for Flood Peak Prediction in Semiarid Watersheds

    Source: Journal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 003
    Author:
    Dave Stewart
    ,
    Evan Canfield
    ,
    Muluneh Yitayew
    ,
    Mary Nichols
    DOI: 10.1061/(ASCE)HE.1943-5584.0000177
    Publisher: American Society of Civil Engineers
    Abstract: The time of concentration equation used in Pima County, Arizona, includes a hydrologic parameter representing the impedance to flow for peak discharge estimation on small [typically less than
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      Estimating an Impedance-to-Flow Parameter for Flood Peak Prediction in Semiarid Watersheds

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    http://yetl.yabesh.ir/yetl1/handle/yetl/63047
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    contributor authorDave Stewart
    contributor authorEvan Canfield
    contributor authorMuluneh Yitayew
    contributor authorMary Nichols
    date accessioned2017-05-08T21:48:40Z
    date available2017-05-08T21:48:40Z
    date copyrightMarch 2010
    date issued2010
    identifier other%28asce%29he%2E1943-5584%2E0000199.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63047
    description abstractThe time of concentration equation used in Pima County, Arizona, includes a hydrologic parameter representing the impedance to flow for peak discharge estimation on small [typically less than
    publisherAmerican Society of Civil Engineers
    titleEstimating an Impedance-to-Flow Parameter for Flood Peak Prediction in Semiarid Watersheds
    typeJournal Paper
    journal volume15
    journal issue3
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000177
    treeJournal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 003
    contenttypeFulltext
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