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contributor authorM. Muste
contributor authorV. C. Patel
date accessioned2017-05-08T20:42:55Z
date available2017-05-08T20:42:55Z
date copyrightSeptember 1997
date issued1997
identifier other%28asce%290733-9429%281997%29123%3A9%28742%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24495
description abstractExperiments were performed to measure the mean velocity and turbulence characteristics in open-channel flows with and without suspended sediment (alluvial sand of nearly uniform size). Velocity measurements were obtained by using a newly developed technique, the discriminator laser-doppler velocimeter (DLDV), which can distinguish both liquid and sediment particle velocities. The mean velocity of sediment particles was found to be lower than that of the water. While the velocity fluctuations in the water were not changed with the addition of sediment, those of the sediment were diminished. For the range of concentrations considered, the friction velocity and the free-surface slope increased with sediment concentration unlike other bulk flow parameters, which were practically constant. A uniform method of analysis was developed to facilitate data interpretation and comparison between similar studies.
publisherAmerican Society of Civil Engineers
titleVelocity Profiles for Particles and Liquid in Open-Channel Flow with Suspended Sediment
typeJournal Paper
journal volume123
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1997)123:9(742)
treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 009
contenttypeFulltext


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