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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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