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contributor authorKazumasa Mizumura
date accessioned2017-05-08T20:45:14Z
date available2017-05-08T20:45:14Z
date copyrightSeptember 2005
date issued2005
identifier other%28asce%290733-9429%282005%29131%3A9%28821%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25974
description abstractThis study presents the effects of width changes of a side breach, Froude numbers, and bottom slopes on discharge ratios of a side outflow to the main channel flow when a flow is supercritical. The results compare the differences between theoretical discharge ratios and experimental ones. The differences increase in one of three conditions: increase of the side breach, increase of the bottom slope, and decrease of the Froude number.
publisherAmerican Society of Civil Engineers
titleDischarge Ratio of Side Outflow to Supercritical Channel Flow
typeJournal Paper
journal volume131
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2005)131:9(821)
treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 009
contenttypeFulltext


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