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contributor authorJames V. Bonta
contributor authorA. Ramachandra Rao
date accessioned2017-05-08T20:47:31Z
date available2017-05-08T20:47:31Z
date copyrightJanuary 1992
date issued1992
identifier other%28asce%290733-9437%281992%29118%3A1%28122%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27300
description abstractA method is developed for estimating peak runoff rates and return periods from agricultural watersheds by analyzing precipitation and runoff data, and by using the CREAMS model. Dimensionless Huff curves are used with the CREAMS model to synthesize the frequency distribution of peak runoff rates from an experimental watershed at Coshocton, Ohio. The frequency distributions of synthesized and observed peak flows are found to correspond to each other. A sensitivity study of some model inputs showed that the method is insensitive to some uncertain inputs, which is a desirable feature. Although the method has several desirable features for practical application, it must be investigated further on watersheds in different geographic and climatologic regions before it can be widely applied.
publisherAmerican Society of Civil Engineers
titleEstimating Peak Flows from Small Agricultural Watersheds
typeJournal Paper
journal volume118
journal issue1
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1992)118:1(122)
treeJournal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 001
contenttypeFulltext


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