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    Suspension of Large Concentrations of Sands

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 008
    Author:
    H. S. Woo
    ,
    P. Y. Julien
    ,
    E. V. Richardson
    DOI: 10.1061/(ASCE)0733-9429(1988)114:8(888)
    Publisher: American Society of Civil Engineers
    Abstract: Existing methods based on the diffusion theory have been extended to determine the sediment concentration distribution for large concentrations of sand. The modifications for volumetric concentrations ranging from 4 to 20% include decreased fall velocity, and increased viscosity and specific weight of the suspension. The sediment concentration profiles are sensitive to the velocity profiles and the fall velocity of sediment particles. In turbulent flows, either a power law or a two‐layered logarithmic law can be used to describe the velocity profiles and the sediment difiusivity. The proposed method accurately depicts the deviation from the Rouse equation at large concentrations of sands, and the agreement with sediment concentration profiles measured by Einstein and Chien is excellent. The proposed numerical solution gradually reduces to the relationships of Karim and Kennedy, and Rouse as the volumetric concentration decreases below four percent.
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      Suspension of Large Concentrations of Sands

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    contributor authorH. S. Woo
    contributor authorP. Y. Julien
    contributor authorE. V. Richardson
    date accessioned2017-05-08T20:40:18Z
    date available2017-05-08T20:40:18Z
    date copyrightAugust 1988
    date issued1988
    identifier other%28asce%290733-9429%281988%29114%3A8%28888%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23028
    description abstractExisting methods based on the diffusion theory have been extended to determine the sediment concentration distribution for large concentrations of sand. The modifications for volumetric concentrations ranging from 4 to 20% include decreased fall velocity, and increased viscosity and specific weight of the suspension. The sediment concentration profiles are sensitive to the velocity profiles and the fall velocity of sediment particles. In turbulent flows, either a power law or a two‐layered logarithmic law can be used to describe the velocity profiles and the sediment difiusivity. The proposed method accurately depicts the deviation from the Rouse equation at large concentrations of sands, and the agreement with sediment concentration profiles measured by Einstein and Chien is excellent. The proposed numerical solution gradually reduces to the relationships of Karim and Kennedy, and Rouse as the volumetric concentration decreases below four percent.
    publisherAmerican Society of Civil Engineers
    titleSuspension of Large Concentrations of Sands
    typeJournal Paper
    journal volume114
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1988)114:8(888)
    treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 008
    contenttypeFulltext
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