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    Clark Unit Hydrograph and R‐Parameter Estimation

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 001
    Author:
    George V. Sabol
    DOI: 10.1061/(ASCE)0733-9429(1988)114:1(103)
    Publisher: American Society of Civil Engineers
    Abstract: The Clark unit hydrograph is a three‐parameter synthetic unit hydrograph procedure that can be used in flood hydrology and other surface water runoff studies that require the development of a hydrograph or the reconstitution of a flood event. The technique is particularly valuable for unusually shaped watersheds, such as watersheds with large length‐to‐width ratios, or for application to watersheds containing several different physiographic areas, such as plateaus, escarpments, and valleys. The Clark unit hydrograph can be developed completely by a mathematical routing procedure that is computationally very efficient and lends itself to convenient computer applications. Although this unit hydrograph procedure has a strong theoretical basis and is very applicable to many watersheds, it has not gained wide application. Infrequent use by practicing engineers may be because of the difficulty in evaluating the storage coefficient
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      Clark Unit Hydrograph and R‐Parameter Estimation

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    contributor authorGeorge V. Sabol
    date accessioned2017-05-08T20:40:03Z
    date available2017-05-08T20:40:03Z
    date copyrightJanuary 1988
    date issued1988
    identifier other%28asce%290733-9429%281988%29114%3A1%28103%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22906
    description abstractThe Clark unit hydrograph is a three‐parameter synthetic unit hydrograph procedure that can be used in flood hydrology and other surface water runoff studies that require the development of a hydrograph or the reconstitution of a flood event. The technique is particularly valuable for unusually shaped watersheds, such as watersheds with large length‐to‐width ratios, or for application to watersheds containing several different physiographic areas, such as plateaus, escarpments, and valleys. The Clark unit hydrograph can be developed completely by a mathematical routing procedure that is computationally very efficient and lends itself to convenient computer applications. Although this unit hydrograph procedure has a strong theoretical basis and is very applicable to many watersheds, it has not gained wide application. Infrequent use by practicing engineers may be because of the difficulty in evaluating the storage coefficient
    publisherAmerican Society of Civil Engineers
    titleClark Unit Hydrograph and R‐Parameter Estimation
    typeJournal Paper
    journal volume114
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1988)114:1(103)
    treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 001
    contenttypeFulltext
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