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    Formula for Sediment Transport Subject to Vertical Flows

    Source: Journal of Hydraulic Engineering:;2019:;Volume (0145):;issue:005
    Author:
    Shu-Qing Yang
    DOI: doi:10.1061/(ASCE)HY.1943-7900.0001592
    Publisher: American Society of Civil Engineers
    Abstract: Sediment transport is a geophysical phenomenon in which sediment particles are driven to move in streamwise and vertical directions by various forces. Almost all existing formulas of sediment transport were derived without considering vertical flows V, resulting in a large discrepancy between measured and predicted transport rates, as has been reported in the literature. This paper investigates the effect of vertical motion on sediment transport. It was found that upward fluid velocity increases particles’ mobility, and downward motion increases particles stability. Furthermore, the investigation showed that decelerating flows can promote upward flow and vice versa. New equations were developed to express the influence of vertical motion on sediment transport. A reasonably good agreement between measured and predicted sediment transport rates was achieved.
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      Formula for Sediment Transport Subject to Vertical Flows

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    contributor authorShu-Qing Yang
    date accessioned2019-06-08T07:24:25Z
    date available2019-06-08T07:24:25Z
    date issued2019
    identifier other%28ASCE%29HY.1943-7900.0001592.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4257069
    description abstractSediment transport is a geophysical phenomenon in which sediment particles are driven to move in streamwise and vertical directions by various forces. Almost all existing formulas of sediment transport were derived without considering vertical flows V, resulting in a large discrepancy between measured and predicted transport rates, as has been reported in the literature. This paper investigates the effect of vertical motion on sediment transport. It was found that upward fluid velocity increases particles’ mobility, and downward motion increases particles stability. Furthermore, the investigation showed that decelerating flows can promote upward flow and vice versa. New equations were developed to express the influence of vertical motion on sediment transport. A reasonably good agreement between measured and predicted sediment transport rates was achieved.
    publisherAmerican Society of Civil Engineers
    titleFormula for Sediment Transport Subject to Vertical Flows
    typeJournal Article
    journal volume145
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doidoi:10.1061/(ASCE)HY.1943-7900.0001592
    page04019013
    treeJournal of Hydraulic Engineering:;2019:;Volume (0145):;issue:005
    contenttypeFulltext
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