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contributor authorBahram Rezaei
contributor authorDonald W. Knight
date accessioned2017-05-08T21:51:04Z
date available2017-05-08T21:51:04Z
date copyrightAugust 2011
date issued2011
identifier other%28asce%29hy%2E1943-7900%2E0000393.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64212
description abstractIn this paper, the authors present experimental results of overbank flow in compound channels with nonprismatic floodplains and different convergence angles. The depth-averaged velocity, the local velocity distributions, and the boundary shear stress distributions were measured along the converging flume portion for different relative depths. The momentum balance is used to analyze the force acting on the flow in the main channel and for the whole cross section. Using the experimental data, various terms in the momentum equation are also calculated. The apparent shear forces on the vertical interface between the main channel and floodplains are evaluated for compound channels with nonprismatic floodplains, and the results are then compared with the prismatic cases. The energy balance in nonprismatic compound channels is also investigated by using the water surface elevation.
publisherAmerican Society of Civil Engineers
titleOverbank Flow in Compound Channels with Nonprismatic Floodplains
typeJournal Paper
journal volume137
journal issue8
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000368
treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 008
contenttypeFulltext


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