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    Stochastic Incipient Motion Criterion for Spheres under Various Bed Packing Conditions

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 004
    Author:
    A. N. Papanicolaou
    ,
    P. Diplas
    ,
    N. Evaggelopoulos
    ,
    S. Fotopoulos
    DOI: 10.1061/(ASCE)0733-9429(2002)128:4(369)
    Publisher: American Society of Civil Engineers
    Abstract: Incipient motion criteria based solely on time-averaged bed shear stress may underpredict sediment transport. The focus of this study is on the stochastic aspect of the problem of incipient motion. Specifically, the role of near-bed turbulent structures and bed packing density on the commencement of sediment motion is investigated. The cornerstone of the proposed model is based on the concept that the particle motion is governed by the intermittent nature of near-bed turbulence. Based on this mechanism, in this article we provide a quantitative model for predicting the commencement of sediment entrainment for the first time under three representative bed packing densities corresponding to the isolated, wake interference, and skimming flow regimes. The performance of the proposed model is compared to published experimental data and the “conventional” approach that is based on the consideration that flow parameters are statistically well represented by a normal distribution.
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      Stochastic Incipient Motion Criterion for Spheres under Various Bed Packing Conditions

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/25354
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    • Journal of Hydraulic Engineering

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    contributor authorA. N. Papanicolaou
    contributor authorP. Diplas
    contributor authorN. Evaggelopoulos
    contributor authorS. Fotopoulos
    date accessioned2017-05-08T20:44:17Z
    date available2017-05-08T20:44:17Z
    date copyrightApril 2002
    date issued2002
    identifier other%28asce%290733-9429%282002%29128%3A4%28369%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25354
    description abstractIncipient motion criteria based solely on time-averaged bed shear stress may underpredict sediment transport. The focus of this study is on the stochastic aspect of the problem of incipient motion. Specifically, the role of near-bed turbulent structures and bed packing density on the commencement of sediment motion is investigated. The cornerstone of the proposed model is based on the concept that the particle motion is governed by the intermittent nature of near-bed turbulence. Based on this mechanism, in this article we provide a quantitative model for predicting the commencement of sediment entrainment for the first time under three representative bed packing densities corresponding to the isolated, wake interference, and skimming flow regimes. The performance of the proposed model is compared to published experimental data and the “conventional” approach that is based on the consideration that flow parameters are statistically well represented by a normal distribution.
    publisherAmerican Society of Civil Engineers
    titleStochastic Incipient Motion Criterion for Spheres under Various Bed Packing Conditions
    typeJournal Paper
    journal volume128
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2002)128:4(369)
    treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 004
    contenttypeFulltext
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    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian