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contributor authorTommaso Moramarco
contributor authorClaudia Pandolfo
contributor authorVijay P. Singh
date accessioned2017-05-08T21:24:16Z
date available2017-05-08T21:24:16Z
date copyrightNovember 2008
date issued2008
identifier other%28asce%291084-0699%282008%2913%3A11%281089%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50125
description abstractThe applicability of the kinematic wave (KW) approximation was investigated for unsteady flow in prismatic channels. Each of the 16 cases analyzed under steady flow conditions by Moramarco et al. (2008) was now perturbed such that synthetic discharge hydrographs varying around the steady value
publisherAmerican Society of Civil Engineers
titleAccuracy of Kinematic Wave Approximation for Flood Routing. II. Unsteady Analysis
typeJournal Paper
journal volume13
journal issue11
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(2008)13:11(1089)
treeJournal of Hydrologic Engineering:;2008:;Volume ( 013 ):;issue: 011
contenttypeFulltext


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