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    Entrainment of Bed Sediment into Suspension

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author:
    Marcelo Garcia
    ,
    Gary Parker
    DOI: 10.1061/(ASCE)0733-9429(1991)117:4(414)
    Publisher: American Society of Civil Engineers
    Abstract: The literature abounds with apparently conflicting relations for predicting the reference near‐bed concentration of suspended sediment or the entrainment rate of noncohesive bed sediment into suspension. Most of these relations have been developed for uniform material. In this paper, seven such relations are compared against a common set of experimental data for which direct measurements of near‐bed concentration are available. The relations put forward by Van Rijn and by Smith and McLean are found to perform best. A new relation for uniform material, having similar predictive capabilities, is developed using the same experimental data. The new relation is generalized to handle sediment mixtures with the aid of field data. The generalization accounts for the hiding effect due to the presence of grains of different sizes. A test against an independent field data set indicates that the empirical fit can provide reasonable estimates of the sediment entrainment coefficient for beds covered with nonuniform material.
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      Entrainment of Bed Sediment into Suspension

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    contributor authorMarcelo Garcia
    contributor authorGary Parker
    date accessioned2017-05-08T20:41:06Z
    date available2017-05-08T20:41:06Z
    date copyrightApril 1991
    date issued1991
    identifier other%28asce%290733-9429%281991%29117%3A4%28414%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23449
    description abstractThe literature abounds with apparently conflicting relations for predicting the reference near‐bed concentration of suspended sediment or the entrainment rate of noncohesive bed sediment into suspension. Most of these relations have been developed for uniform material. In this paper, seven such relations are compared against a common set of experimental data for which direct measurements of near‐bed concentration are available. The relations put forward by Van Rijn and by Smith and McLean are found to perform best. A new relation for uniform material, having similar predictive capabilities, is developed using the same experimental data. The new relation is generalized to handle sediment mixtures with the aid of field data. The generalization accounts for the hiding effect due to the presence of grains of different sizes. A test against an independent field data set indicates that the empirical fit can provide reasonable estimates of the sediment entrainment coefficient for beds covered with nonuniform material.
    publisherAmerican Society of Civil Engineers
    titleEntrainment of Bed Sediment into Suspension
    typeJournal Paper
    journal volume117
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1991)117:4(414)
    treeJournal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 004
    contenttypeFulltext
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