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    Modified CN Method for Small Watershed Infiltration Simulation

    Source: Journal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 009
    Author:
    Shu-Mei Zhou
    ,
    David N. Warrington
    ,
    Ting-Wu Lei
    ,
    Qi-Xiang Lei
    ,
    Man-Liang Zhang
    DOI: 10.1061/(ASCE)HE.1943-5584.0001125
    Publisher: American Society of Civil Engineers
    Abstract: Infiltration is an essential process in watershed hydrology. The curve number (CN) method has been widely used to calculate watershed infiltration for a given rainfall input but does not consider steady infiltration. This study develops a modified CN (MCN) method that included a term for the steady infiltration amount (
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      Modified CN Method for Small Watershed Infiltration Simulation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/72932
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    contributor authorShu-Mei Zhou
    contributor authorDavid N. Warrington
    contributor authorTing-Wu Lei
    contributor authorQi-Xiang Lei
    contributor authorMan-Liang Zhang
    date accessioned2017-05-08T22:10:49Z
    date available2017-05-08T22:10:49Z
    date copyrightSeptember 2015
    date issued2015
    identifier other37311596.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72932
    description abstractInfiltration is an essential process in watershed hydrology. The curve number (CN) method has been widely used to calculate watershed infiltration for a given rainfall input but does not consider steady infiltration. This study develops a modified CN (MCN) method that included a term for the steady infiltration amount (
    publisherAmerican Society of Civil Engineers
    titleModified CN Method for Small Watershed Infiltration Simulation
    typeJournal Paper
    journal volume20
    journal issue9
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001125
    treeJournal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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