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    Fluid and Sediment Interaction Over a Plane Bed

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author:
    Nobuhisa Kobayashi
    ,
    Seung Nam Seo
    DOI: 10.1061/(ASCE)0733-9429(1985)111:6(903)
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model is developed for the fluid and sediment interaction in an erodible channel. The model is based on the conservation of mass and momentum for the fluid and sediment. The interaction between the fluid and sediment, as well as the interaction of sediment particles moving in the vicinity of the bed is described in the model. An analysis is performed to derive the vertical distributions of the fluid velocity and sediment concentration over a plane bed in a wide open channel. The analysis yields the friction factor due to the combined effects of grain roughness and sediment movement, as well as the rate of sediment transport. The developed model agrees with existing data for plane beds. The predicted rate of transport of coarse sediment agrees with the Meyer‐Peter and Muller formula. However, detailed measurements of the fluid velocity and sediment concentration over a plane bed are required for a rigorous verification of the developed model.
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      Fluid and Sediment Interaction Over a Plane Bed

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    contributor authorNobuhisa Kobayashi
    contributor authorSeung Nam Seo
    date accessioned2017-05-08T20:39:19Z
    date available2017-05-08T20:39:19Z
    date copyrightJune 1985
    date issued1985
    identifier other%28asce%290733-9429%281985%29111%3A6%28903%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22524
    description abstractA mathematical model is developed for the fluid and sediment interaction in an erodible channel. The model is based on the conservation of mass and momentum for the fluid and sediment. The interaction between the fluid and sediment, as well as the interaction of sediment particles moving in the vicinity of the bed is described in the model. An analysis is performed to derive the vertical distributions of the fluid velocity and sediment concentration over a plane bed in a wide open channel. The analysis yields the friction factor due to the combined effects of grain roughness and sediment movement, as well as the rate of sediment transport. The developed model agrees with existing data for plane beds. The predicted rate of transport of coarse sediment agrees with the Meyer‐Peter and Muller formula. However, detailed measurements of the fluid velocity and sediment concentration over a plane bed are required for a rigorous verification of the developed model.
    publisherAmerican Society of Civil Engineers
    titleFluid and Sediment Interaction Over a Plane Bed
    typeJournal Paper
    journal volume111
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1985)111:6(903)
    treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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