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    Sediment Suspension with Rippled Bed

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author:
    Syunsuke Ikeda
    ,
    Takashi Asaeda
    DOI: 10.1061/(ASCE)0733-9429(1983)109:3(409)
    Publisher: American Society of Civil Engineers
    Abstract: Experiments on the suspension of sediment were performed in flume with and without sediment layer on the bottom. For movable bed runs three‐dimensional sand ripples were found to affect seriously the features of suspended sediment. The horseshoe vortices and the resulting bursts in the lee of the ripples entrain intermittently a large amount of sediment into the outer layer of flow. Details of the suspension process were studied using a sand ripple model made of plaster. The result revealed that the vertical component of turbulent eddies is responsible for the suspension of sediment, and the statistical distribution of the component was found to be the Gaussian law. The statistical distribution of the concentration fluctuation was observed to be highly skewed, and the reason was determined to be the fact that the concentration increases with the power of eight against the vertical fluid velocity. The period of the intermittent ejection of sediment agreed reasonably with those reported for natural geophysical flows. Thus, the suspension of sediment in flows with rippled beds was proven to be significantly correlated with bursting phenomenon behind sand ripples.
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      Sediment Suspension with Rippled Bed

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    contributor authorSyunsuke Ikeda
    contributor authorTakashi Asaeda
    date accessioned2017-05-08T20:38:29Z
    date available2017-05-08T20:38:29Z
    date copyrightJanuary 1983
    date issued1983
    identifier other%28asce%290733-9429%281983%29109%3A3%28409%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22067
    description abstractExperiments on the suspension of sediment were performed in flume with and without sediment layer on the bottom. For movable bed runs three‐dimensional sand ripples were found to affect seriously the features of suspended sediment. The horseshoe vortices and the resulting bursts in the lee of the ripples entrain intermittently a large amount of sediment into the outer layer of flow. Details of the suspension process were studied using a sand ripple model made of plaster. The result revealed that the vertical component of turbulent eddies is responsible for the suspension of sediment, and the statistical distribution of the component was found to be the Gaussian law. The statistical distribution of the concentration fluctuation was observed to be highly skewed, and the reason was determined to be the fact that the concentration increases with the power of eight against the vertical fluid velocity. The period of the intermittent ejection of sediment agreed reasonably with those reported for natural geophysical flows. Thus, the suspension of sediment in flows with rippled beds was proven to be significantly correlated with bursting phenomenon behind sand ripples.
    publisherAmerican Society of Civil Engineers
    titleSediment Suspension with Rippled Bed
    typeJournal Paper
    journal volume109
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1983)109:3(409)
    treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 003
    contenttypeFulltext
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