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    Adequacy of Nakagami- m Distribution Function to Derive GIUH

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 010
    Author:
    S. Sarkar
    ,
    N. K. Goel
    ,
    B. S. Mathur
    DOI: 10.1061/(ASCE)HE.1943-5584.0000103
    Publisher: American Society of Civil Engineers
    Abstract: Nash and Clark based geomorphological instanteneous unit hydrograph (GIUH) approach proved its usefulness to compute the synthetic unit hydrograph (SUH) and in turn the direct surface runoff component for ungauged catchments. In recent development, two-parameter Weibull’s distribution, coupled with Horton’s ratio, was used to derive the SUH. In continuation with these innovations, present study was conducted to test the adequacy of two-parameter Nakagami-
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      Adequacy of Nakagami- m Distribution Function to Derive GIUH

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    contributor authorS. Sarkar
    contributor authorN. K. Goel
    contributor authorB. S. Mathur
    date accessioned2017-05-08T21:48:32Z
    date available2017-05-08T21:48:32Z
    date copyrightOctober 2009
    date issued2009
    identifier other%28asce%29he%2E1943-5584%2E0000124.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62969
    description abstractNash and Clark based geomorphological instanteneous unit hydrograph (GIUH) approach proved its usefulness to compute the synthetic unit hydrograph (SUH) and in turn the direct surface runoff component for ungauged catchments. In recent development, two-parameter Weibull’s distribution, coupled with Horton’s ratio, was used to derive the SUH. In continuation with these innovations, present study was conducted to test the adequacy of two-parameter Nakagami-
    publisherAmerican Society of Civil Engineers
    titleAdequacy of Nakagami- m Distribution Function to Derive GIUH
    typeJournal Paper
    journal volume14
    journal issue10
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000103
    treeJournal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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