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    Probability of Individual Grain Movement and Threshold Condition

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 012
    Author:
    Clinton L. Dancey
    ,
    Panayiotis Diplas
    ,
    Athanasios Papanicolaou
    ,
    Mahesh Bala
    DOI: 10.1061/(ASCE)0733-9429(2002)128:12(1069)
    Publisher: American Society of Civil Engineers
    Abstract: A new criterion for the experimental characterization of the threshold of motion of sediment as bed load is introduced and this criterion is implemented in an experimental investigation of the role of sediment packing density on bed behavior near the threshold of motion. The new criterion, which may be interpreted as the probability of individual grain movement, accounts for the statistical nature of sediment movement in turbulent flow and the time scale of the flow. The threshold of motion is specified by a fixed value of the probability. The criterion represents an objective, quantitative and consistent approach to the threshold condition for sediment of uniform size, shape, and density. The experimental investigation demonstrates that this criterion leads to results that are comparable to those of other approaches, for nearly isolated grains; however, it is found that a threshold criterion based upon the probability of grain movement can yield relatively active sediment beds where the level of activity is strongly dependent upon sediment packing density.
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      Probability of Individual Grain Movement and Threshold Condition

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    contributor authorClinton L. Dancey
    contributor authorPanayiotis Diplas
    contributor authorAthanasios Papanicolaou
    contributor authorMahesh Bala
    date accessioned2017-05-08T20:44:11Z
    date available2017-05-08T20:44:11Z
    date copyrightDecember 2002
    date issued2002
    identifier other%28asce%290733-9429%282002%29128%3A12%281069%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25304
    description abstractA new criterion for the experimental characterization of the threshold of motion of sediment as bed load is introduced and this criterion is implemented in an experimental investigation of the role of sediment packing density on bed behavior near the threshold of motion. The new criterion, which may be interpreted as the probability of individual grain movement, accounts for the statistical nature of sediment movement in turbulent flow and the time scale of the flow. The threshold of motion is specified by a fixed value of the probability. The criterion represents an objective, quantitative and consistent approach to the threshold condition for sediment of uniform size, shape, and density. The experimental investigation demonstrates that this criterion leads to results that are comparable to those of other approaches, for nearly isolated grains; however, it is found that a threshold criterion based upon the probability of grain movement can yield relatively active sediment beds where the level of activity is strongly dependent upon sediment packing density.
    publisherAmerican Society of Civil Engineers
    titleProbability of Individual Grain Movement and Threshold Condition
    typeJournal Paper
    journal volume128
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2002)128:12(1069)
    treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 012
    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
    yabeshDSpacePersian