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    Bed-Load Motion at High Shear Stress: Dune Washout and Plane-Bed Flow

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 003
    Author:
    Fidelia N. Nnadi
    ,
    Kenneth C. Wilson
    DOI: 10.1061/(ASCE)0733-9429(1995)121:3(267)
    Publisher: American Society of Civil Engineers
    Abstract: Experiments involving bed forms have usually been carried out in flumes, but in the present work a pressurized-conduit system was found to be appropriate for investigating sediment motion at high shear stress. The bed materials were three sands (1.1 mm, 0.6 mm, and 0.4 mm) and bakelite (1.0 mm and 0.7 mm). The grain-size Reynolds number was between 25.4 and 157.0. As the dimensionless shear stress (Shields parameter) was increased toward unity, the steepness of the bedforms diminished abruptly. This behavior indicates a sudden shift from the bedform regime to the upper-plane-bed (sheet flow) regime, rather than a gradual transition. The results for the upper-plane-bed regime show that this type of flow has a larger frictional resistance than that of a conventional rough boundary. The bedform results indicate that the frictional characteristics of the bedform regime cannot be expressed in terms of dimensionless shear stress alone. The observed behavior also suggests that, as a solid-transport mechanism, sand waves may be more efficient than upper-plane-bed flow.
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      Bed-Load Motion at High Shear Stress: Dune Washout and Plane-Bed Flow

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24107
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    contributor authorFidelia N. Nnadi
    contributor authorKenneth C. Wilson
    date accessioned2017-05-08T20:42:17Z
    date available2017-05-08T20:42:17Z
    date copyrightMarch 1995
    date issued1995
    identifier other%28asce%290733-9429%281995%29121%3A3%28267%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24107
    description abstractExperiments involving bed forms have usually been carried out in flumes, but in the present work a pressurized-conduit system was found to be appropriate for investigating sediment motion at high shear stress. The bed materials were three sands (1.1 mm, 0.6 mm, and 0.4 mm) and bakelite (1.0 mm and 0.7 mm). The grain-size Reynolds number was between 25.4 and 157.0. As the dimensionless shear stress (Shields parameter) was increased toward unity, the steepness of the bedforms diminished abruptly. This behavior indicates a sudden shift from the bedform regime to the upper-plane-bed (sheet flow) regime, rather than a gradual transition. The results for the upper-plane-bed regime show that this type of flow has a larger frictional resistance than that of a conventional rough boundary. The bedform results indicate that the frictional characteristics of the bedform regime cannot be expressed in terms of dimensionless shear stress alone. The observed behavior also suggests that, as a solid-transport mechanism, sand waves may be more efficient than upper-plane-bed flow.
    publisherAmerican Society of Civil Engineers
    titleBed-Load Motion at High Shear Stress: Dune Washout and Plane-Bed Flow
    typeJournal Paper
    journal volume121
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1995)121:3(267)
    treeJournal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 003
    contenttypeFulltext
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