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    Turbulent Bursting-Based Sediment Entrainment Function

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author:
    Zhixian Cao
    DOI: 10.1061/(ASCE)0733-9429(1997)123:3(233)
    Publisher: American Society of Civil Engineers
    Abstract: One of the basic impediments to a clear understanding of a variety of fundamental problems in the context of sediment transport has been the lack of a well-grounded formulation of bed sediment entrainment. This is dealt with herein, physically based on the mechanism that bed sediment particles are actually entrained by the bursting process inherent in wall turbulent flows. A simple theoretical model for sediment entrainment from flat, loose bed is established using the averaged bursting period scaled on inner variables and the spatial scales of turbulent bursts. Sediment entrainment is shown to depend strongly on bed-shear velocity. The theoretical entrainment flux is compared to available laboratory data sets covering both hydraulically smooth and transitional bed situations. Generally good agreement is obtained, representing the best performance of the present model in relation to existing entrainment functions. It appears to characterize a rather encouraging aspect for a new approach to sediment transport, given the enhanced understanding of turbulent bursting.
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      Turbulent Bursting-Based Sediment Entrainment Function

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24414
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    contributor authorZhixian Cao
    date accessioned2017-05-08T20:42:46Z
    date available2017-05-08T20:42:46Z
    date copyrightMarch 1997
    date issued1997
    identifier other%28asce%290733-9429%281997%29123%3A3%28233%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24414
    description abstractOne of the basic impediments to a clear understanding of a variety of fundamental problems in the context of sediment transport has been the lack of a well-grounded formulation of bed sediment entrainment. This is dealt with herein, physically based on the mechanism that bed sediment particles are actually entrained by the bursting process inherent in wall turbulent flows. A simple theoretical model for sediment entrainment from flat, loose bed is established using the averaged bursting period scaled on inner variables and the spatial scales of turbulent bursts. Sediment entrainment is shown to depend strongly on bed-shear velocity. The theoretical entrainment flux is compared to available laboratory data sets covering both hydraulically smooth and transitional bed situations. Generally good agreement is obtained, representing the best performance of the present model in relation to existing entrainment functions. It appears to characterize a rather encouraging aspect for a new approach to sediment transport, given the enhanced understanding of turbulent bursting.
    publisherAmerican Society of Civil Engineers
    titleTurbulent Bursting-Based Sediment Entrainment Function
    typeJournal Paper
    journal volume123
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1997)123:3(233)
    treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 003
    contenttypeFulltext
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