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    Bed Topography and Sediment Sorting in Channel Bend with Unsteady Flow

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 008
    Author:
    Chin-lien Yen
    ,
    Kwan Tun Lee
    DOI: 10.1061/(ASCE)0733-9429(1995)121:8(591)
    Publisher: American Society of Civil Engineers
    Abstract: Bed topography and transverse sediment sorting in an alluvial channel bend were investigated under unsteady-flow conditions with nonuniform sediment. Five experiments, each having the same initial sediment-size gradation but a different inflow hydrograph, were done in a 180° channel bend with a constant radius of curvature. In addition, bed elevations across various sections of the bend were measured, and bed-surface sediment were sampled at the peak and end of the hydrograph in each experiment. Experimental results indicated that the characteristics of the hydrograph have prominent influences on bed topography and transverse sediment sorting. Those cases with a higher ramping rate of the hydrograph have greater deposition heights near the inner bank and larger scour depths near the outer bank. Furthermore, the sediment is finer near the inner bank and coarser near the outer bank in cases with a higher ramping rate. The bed deformation and sediment-size variation correlated well with the unsteady-flow parameter defined in this study. Furthermore, regression relations for transverse bed profile, transverse variation of sediment size, and total amount of sediment discharge were established in terms of the unsteady-flow parameter.
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      Bed Topography and Sediment Sorting in Channel Bend with Unsteady Flow

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24178
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    contributor authorChin-lien Yen
    contributor authorKwan Tun Lee
    date accessioned2017-05-08T20:42:23Z
    date available2017-05-08T20:42:23Z
    date copyrightAugust 1995
    date issued1995
    identifier other%28asce%290733-9429%281995%29121%3A8%28591%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24178
    description abstractBed topography and transverse sediment sorting in an alluvial channel bend were investigated under unsteady-flow conditions with nonuniform sediment. Five experiments, each having the same initial sediment-size gradation but a different inflow hydrograph, were done in a 180° channel bend with a constant radius of curvature. In addition, bed elevations across various sections of the bend were measured, and bed-surface sediment were sampled at the peak and end of the hydrograph in each experiment. Experimental results indicated that the characteristics of the hydrograph have prominent influences on bed topography and transverse sediment sorting. Those cases with a higher ramping rate of the hydrograph have greater deposition heights near the inner bank and larger scour depths near the outer bank. Furthermore, the sediment is finer near the inner bank and coarser near the outer bank in cases with a higher ramping rate. The bed deformation and sediment-size variation correlated well with the unsteady-flow parameter defined in this study. Furthermore, regression relations for transverse bed profile, transverse variation of sediment size, and total amount of sediment discharge were established in terms of the unsteady-flow parameter.
    publisherAmerican Society of Civil Engineers
    titleBed Topography and Sediment Sorting in Channel Bend with Unsteady Flow
    typeJournal Paper
    journal volume121
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1995)121:8(591)
    treeJournal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 008
    contenttypeFulltext
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