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contributor authorYiping Guo
contributor authorMomcilo Markus
date accessioned2017-05-08T21:49:00Z
date available2017-05-08T21:49:00Z
date copyrightNovember 2011
date issued2011
identifier other%28asce%29he%2E1943-5584%2E0000400.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63256
description abstractAn analytical probabilistic approach was developed in earlier studies to estimate design flood peaks from small urban areas. Developed in this paper are methods of incorporating the curve-number procedure for rainfall loss and Clark’s unit hydrograph for runoff routing calculations into the analytical probabilistic framework. These methods are verified by applying the analytical probabilistic approach to 12 urbanizing watersheds in the Chicago metropolitan area, with calibrated parameters representing two degrees of urbanization. The results are compared with those from single-event design-storm rainfall-runoff modeling. Generally comparable results demonstrate the potential of the analytical probabilistic approach as an efficient alternative for the estimation of design flood peaks from small watersheds.
publisherAmerican Society of Civil Engineers
titleAnalytical Probabilistic Approach for Estimating Design Flood Peaks of Small Watersheds
typeJournal Paper
journal volume16
journal issue11
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000380
treeJournal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 011
contenttypeFulltext


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