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    Velocity Profiles for Particles and Liquid in Open-Channel Flow with Suspended Sediment

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 009
    Author:
    M. Muste
    ,
    V. C. Patel
    DOI: 10.1061/(ASCE)0733-9429(1997)123:9(742)
    Publisher: American Society of Civil Engineers
    Abstract: Experiments 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.
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      Velocity Profiles for Particles and Liquid in Open-Channel Flow with Suspended Sediment

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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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