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    Sediment Transport under Sheet-Flow Conditions

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author:
    Toshiyuki Asano
    DOI: 10.1061/(ASCE)0733-950X(1995)121:5(239)
    Publisher: American Society of Civil Engineers
    Abstract: Experiments on sediment transport under sheet-flow conditions were conducted by tracing individual and grouped light plastic particles. The measurements based on individual particles yielded the vertical and temporal variations of the instantaneous sediment concentration and transport velocity from which the sediment-transport rate per unit width was obtained. In addition, moving areas of painted particle groups were measured to estimate instantaneous sediment transport rates per unit width directly. Measured local sediment-transport rates were the largest at one or two particle diameters above the initial bed surface. Instantaneous sediment-transport rates per unit width exhibited a π/6 phase lead relative to the free-stream velocity. The measured sediment-transport rates averaged over a half-cycle were compared with forcing functions Shields and mobility parameters. The present data as well as most available existing data in terms of the normalized transport rate without the settling velocity were well arranged by the mobility number to the power of 1.5.
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      Sediment Transport under Sheet-Flow Conditions

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    https://yetl.yabesh.ir/yetl1/handle/yetl/41106
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorToshiyuki Asano
    date accessioned2017-05-08T21:09:52Z
    date available2017-05-08T21:09:52Z
    date copyrightSeptember 1995
    date issued1995
    identifier other%28asce%290733-950x%281995%29121%3A5%28239%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41106
    description abstractExperiments on sediment transport under sheet-flow conditions were conducted by tracing individual and grouped light plastic particles. The measurements based on individual particles yielded the vertical and temporal variations of the instantaneous sediment concentration and transport velocity from which the sediment-transport rate per unit width was obtained. In addition, moving areas of painted particle groups were measured to estimate instantaneous sediment transport rates per unit width directly. Measured local sediment-transport rates were the largest at one or two particle diameters above the initial bed surface. Instantaneous sediment-transport rates per unit width exhibited a π/6 phase lead relative to the free-stream velocity. The measured sediment-transport rates averaged over a half-cycle were compared with forcing functions Shields and mobility parameters. The present data as well as most available existing data in terms of the normalized transport rate without the settling velocity were well arranged by the mobility number to the power of 1.5.
    publisherAmerican Society of Civil Engineers
    titleSediment Transport under Sheet-Flow Conditions
    typeJournal Paper
    journal volume121
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1995)121:5(239)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 005
    contenttypeFulltext
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