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contributor authorS. Sarkar
contributor authorN. K. Goel
contributor authorB. S. Mathur
date accessioned2017-05-08T21:48:32Z
date available2017-05-08T21:48:32Z
date copyrightOctober 2009
date issued2009
identifier other%28asce%29he%2E1943-5584%2E0000124.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62969
description abstractNash and Clark based geomorphological instanteneous unit hydrograph (GIUH) approach proved its usefulness to compute the synthetic unit hydrograph (SUH) and in turn the direct surface runoff component for ungauged catchments. In recent development, two-parameter Weibull’s distribution, coupled with Horton’s ratio, was used to derive the SUH. In continuation with these innovations, present study was conducted to test the adequacy of two-parameter Nakagami-
publisherAmerican Society of Civil Engineers
titleAdequacy of Nakagami- m Distribution Function to Derive GIUH
typeJournal Paper
journal volume14
journal issue10
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000103
treeJournal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 010
contenttypeFulltext


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