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    Evolution of Clark's Unit Graph Method to Spatially Distributed Runoff

    Source: Journal of Hydrologic Engineering:;1998:;Volume ( 003 ):;issue: 001
    Author:
    Daniel W. Kull
    ,
    Arlen D. Feldman
    DOI: 10.1061/(ASCE)1084-0699(1998)3:1(9)
    Publisher: American Society of Civil Engineers
    Abstract: In 1945, C. O. Clark proposed a method to develop synthetic unit hydrographs for the modeling of watershed rainfall response. His technique utilizes two components: a translation hydrograph and a linear reservoir routing. Clark's three parameters (the time of concentration
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      Evolution of Clark's Unit Graph Method to Spatially Distributed Runoff

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    https://yetl.yabesh.ir/yetl1/handle/yetl/49403
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    contributor authorDaniel W. Kull
    contributor authorArlen D. Feldman
    date accessioned2017-05-08T21:23:08Z
    date available2017-05-08T21:23:08Z
    date copyrightJanuary 1998
    date issued1998
    identifier other%28asce%291084-0699%281998%293%3A1%289%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49403
    description abstractIn 1945, C. O. Clark proposed a method to develop synthetic unit hydrographs for the modeling of watershed rainfall response. His technique utilizes two components: a translation hydrograph and a linear reservoir routing. Clark's three parameters (the time of concentration
    publisherAmerican Society of Civil Engineers
    titleEvolution of Clark's Unit Graph Method to Spatially Distributed Runoff
    typeJournal Paper
    journal volume3
    journal issue1
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(1998)3:1(9)
    treeJournal of Hydrologic Engineering:;1998:;Volume ( 003 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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