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    Application of Hydrograph Shape and Channel Infiltration Models to an Arid Watershed

    Source: Journal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 005
    Author:
    Scott R. Waichler
    ,
    Mark S. Wigmosta
    DOI: 10.1061/(ASCE)1084-0699(2004)9:5(433)
    Publisher: American Society of Civil Engineers
    Abstract: Ephemeral streamflows measured during January 1995 at upstream and downstream locations in Cold Creek, near the arid Hanford Site, in the state of Washington, were analyzed. Double triangle and composite hydrograph models fit these flow events relatively well, with mean efficiency≈0.7. The composite hydrograph model is slightly preferable to the double triangle model for having one less parameter and a built-in method for quantifying base flow. A strong linear relationship was found between upstream and downstream flow volumes
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      Application of Hydrograph Shape and Channel Infiltration Models to an Arid Watershed

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    contributor authorScott R. Waichler
    contributor authorMark S. Wigmosta
    date accessioned2017-05-08T21:23:47Z
    date available2017-05-08T21:23:47Z
    date copyrightSeptember 2004
    date issued2004
    identifier other%28asce%291084-0699%282004%299%3A5%28433%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49807
    description abstractEphemeral streamflows measured during January 1995 at upstream and downstream locations in Cold Creek, near the arid Hanford Site, in the state of Washington, were analyzed. Double triangle and composite hydrograph models fit these flow events relatively well, with mean efficiency≈0.7. The composite hydrograph model is slightly preferable to the double triangle model for having one less parameter and a built-in method for quantifying base flow. A strong linear relationship was found between upstream and downstream flow volumes
    publisherAmerican Society of Civil Engineers
    titleApplication of Hydrograph Shape and Channel Infiltration Models to an Arid Watershed
    typeJournal Paper
    journal volume9
    journal issue5
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2004)9:5(433)
    treeJournal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 005
    contenttypeFulltext
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