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    Dynamics of Particle Clouds in Ambient Currents with Application to Open-Water Sediment Disposal

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 002
    Author:
    R. James Gensheimer
    ,
    E. Eric Adams
    ,
    Adrian W. K. Law
    DOI: 10.1061/(ASCE)HY.1943-7900.0000659
    Publisher: American Society of Civil Engineers
    Abstract: Flow visualization experiments were performed in a glass-walled recirculating flume to observe the fate of sediments released instantaneously in a current. For releases at the surface, criteria were developed to characterize ambient currents as “weak,” “transitional,” or “strong” as a function of particle size. In weak ambient currents, particle clouds were advected downstream with a velocity equal to the ambient current, but otherwise their behavior and structure were similar to those in quiescent conditions. A substantial portion of the mass initially released, up to 30%, was not incorporated into the parent cloud and formed the trailing stem. This percentage was dependent on the initial release variables, with the greatest sensitivity on particle size. The “loss” of sediment during descent, defined as the fraction of mass missing a designated target with a radius equal to the water depth, was quantified and found to increase sharply with current speed. Laws of geometric, kinematic, and dynamic similitude provide a basis for scaling laboratory results to the real world and formulating guidelines to reduce the losses that could result from open-water sediment disposal.
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      Dynamics of Particle Clouds in Ambient Currents with Application to Open-Water Sediment Disposal

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64521
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    contributor authorR. James Gensheimer
    contributor authorE. Eric Adams
    contributor authorAdrian W. K. Law
    date accessioned2017-05-08T21:51:36Z
    date available2017-05-08T21:51:36Z
    date copyrightFebruary 2013
    date issued2013
    identifier other%28asce%29hy%2E1943-7900%2E0000686.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64521
    description abstractFlow visualization experiments were performed in a glass-walled recirculating flume to observe the fate of sediments released instantaneously in a current. For releases at the surface, criteria were developed to characterize ambient currents as “weak,” “transitional,” or “strong” as a function of particle size. In weak ambient currents, particle clouds were advected downstream with a velocity equal to the ambient current, but otherwise their behavior and structure were similar to those in quiescent conditions. A substantial portion of the mass initially released, up to 30%, was not incorporated into the parent cloud and formed the trailing stem. This percentage was dependent on the initial release variables, with the greatest sensitivity on particle size. The “loss” of sediment during descent, defined as the fraction of mass missing a designated target with a radius equal to the water depth, was quantified and found to increase sharply with current speed. Laws of geometric, kinematic, and dynamic similitude provide a basis for scaling laboratory results to the real world and formulating guidelines to reduce the losses that could result from open-water sediment disposal.
    publisherAmerican Society of Civil Engineers
    titleDynamics of Particle Clouds in Ambient Currents with Application to Open-Water Sediment Disposal
    typeJournal Paper
    journal volume139
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000659
    treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 002
    contenttypeFulltext
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