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contributor authorK. K. Khatua
contributor authorK. C. Patra
contributor authorP. K. Mohanty
date accessioned2017-05-08T21:51:16Z
date available2017-05-08T21:51:16Z
date copyrightJanuary 2012
date issued2012
identifier other%28asce%29hy%2E1943-7900%2E0000517.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64341
description abstractA modified expression to predict the boundary shear distribution in compound channels is derived and is found to provide significant improved results. The practical method to predict the stage-discharge relationship uses the one-dimensional (1D) approach by taking due care of the momentum transfer. The proposed approach is tested for its validity using available experimental data. Error statistics including standard error and coefficient of determination (
publisherAmerican Society of Civil Engineers
titleStage-Discharge Prediction for Straight and Smooth Compound Channels with Wide Floodplains
typeJournal Paper
journal volume138
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000491
treeJournal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 001
contenttypeFulltext


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