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    Two-Phase Analysis of Vertical Sediment-Laden Jets

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 003
    Author:
    Junsheng Jiang
    ,
    Adrian Wing-Keung Law
    ,
    Nian-Sheng Cheng
    DOI: 10.1061/(ASCE)0733-9399(2005)131:3(308)
    Publisher: American Society of Civil Engineers
    Abstract: In this study, we investigated a vertical dilute sediment-laden jet both experimentally and theoretically. First, an instantaneous whole-field velocimetry tool, particle image velocimetry, was applied to measure the sediment and fluid mean and fluctuating velocities of a downward sediment-laden jet at the same time. Subsequently, an analysis was performed based on two-phase conservation equations for both downward and upward jets. The analysis shows that the mean sediment velocity can be taken as the sum of fluid velocity and the settling velocity in both cases. For the downward jets, the decay rate of the centerline sediment concentration increases with the sediment settling velocity while decreases with the initial discharge velocity. The zone of flow establishment for the sediment velocity is found to be longer than that of the fluid. For the upward jets, the maximum rise of the sediment particles and their deposition distribution on the ground were derived theoretically. The predicted results compare well to the experimental data in the literature.
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      Two-Phase Analysis of Vertical Sediment-Laden Jets

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    contributor authorJunsheng Jiang
    contributor authorAdrian Wing-Keung Law
    contributor authorNian-Sheng Cheng
    date accessioned2017-05-08T22:40:35Z
    date available2017-05-08T22:40:35Z
    date copyrightMarch 2005
    date issued2005
    identifier other%28asce%290733-9399%282005%29131%3A3%28308%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86066
    description abstractIn this study, we investigated a vertical dilute sediment-laden jet both experimentally and theoretically. First, an instantaneous whole-field velocimetry tool, particle image velocimetry, was applied to measure the sediment and fluid mean and fluctuating velocities of a downward sediment-laden jet at the same time. Subsequently, an analysis was performed based on two-phase conservation equations for both downward and upward jets. The analysis shows that the mean sediment velocity can be taken as the sum of fluid velocity and the settling velocity in both cases. For the downward jets, the decay rate of the centerline sediment concentration increases with the sediment settling velocity while decreases with the initial discharge velocity. The zone of flow establishment for the sediment velocity is found to be longer than that of the fluid. For the upward jets, the maximum rise of the sediment particles and their deposition distribution on the ground were derived theoretically. The predicted results compare well to the experimental data in the literature.
    publisherAmerican Society of Civil Engineers
    titleTwo-Phase Analysis of Vertical Sediment-Laden Jets
    typeJournal Paper
    journal volume131
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2005)131:3(308)
    treeJournal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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