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    Rolling and Lifting Probabilities for Sediment Entrainment

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author:
    Fu-Chun Wu
    ,
    Yi-Ju Chou
    DOI: 10.1061/(ASCE)0733-9429(2003)129:2(110)
    Publisher: American Society of Civil Engineers
    Abstract: This study addresses the rolling and lifting probabilities for sediment entrainment by incorporating the probabilistic features of the turbulent fluctuation and bed grain geometry. The lognormally distributed instantaneous velocity and uniformly distributed initial grain position, along with a relation between lift coefficient and particle Reynolds number, are used to extend the theoretical formulation of the entrainment probabilities in smooth-bed flows. The two threshold conditions identified herein enable us to precisely define the probabilities of entrainment in the rolling and lifting modes. The results obtained in this study coincide well with the published data. The lifting probability increases monotonously with the dimensionless shear stress
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      Rolling and Lifting Probabilities for Sediment Entrainment

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    contributor authorFu-Chun Wu
    contributor authorYi-Ju Chou
    date accessioned2017-05-08T20:44:28Z
    date available2017-05-08T20:44:28Z
    date copyrightFebruary 2003
    date issued2003
    identifier other%28asce%290733-9429%282003%29129%3A2%28110%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25502
    description abstractThis study addresses the rolling and lifting probabilities for sediment entrainment by incorporating the probabilistic features of the turbulent fluctuation and bed grain geometry. The lognormally distributed instantaneous velocity and uniformly distributed initial grain position, along with a relation between lift coefficient and particle Reynolds number, are used to extend the theoretical formulation of the entrainment probabilities in smooth-bed flows. The two threshold conditions identified herein enable us to precisely define the probabilities of entrainment in the rolling and lifting modes. The results obtained in this study coincide well with the published data. The lifting probability increases monotonously with the dimensionless shear stress
    publisherAmerican Society of Civil Engineers
    titleRolling and Lifting Probabilities for Sediment Entrainment
    typeJournal Paper
    journal volume129
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2003)129:2(110)
    treeJournal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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