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contributor authorGregory Wilkerson; Sanjib Sharma; Deependra Sapkota
date accessioned2019-03-10T12:12:39Z
date available2019-03-10T12:12:39Z
date issued2019
identifier other%28ASCE%29HY.1943-7900.0001554.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255103
description abstractUniform flow is important for physical model studies because generalizing flow data is possible only if the collected data is from locations where the flow is uniform, i.e., the test section. Presented in this paper are results from a physical model study of the channel length required for uniform flow to develop in a rough open channel with fully turbulent flow (i.e., the uniform flow development length, Lunif). The objective of this study was to develop a physically meaningful and parsimonious relationship for predicting Lunif. It is concluded that Lunif is proportional to flow depth and channel width, and inversely proportional to bed material size. Also, neither Froude’s nor Reynold’s number is significant for predicting Lunif in a rough open channel with fully turbulent flow.
publisherAmerican Society of Civil Engineers
titleLength for Uniform Flow Development in a Rough Laboratory Flume
typeJournal Paper
journal volume145
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001554
page06018018
treeJournal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 001
contenttypeFulltext


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