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    Flow and Bed Profile in Meandering Sand‐Silt Rivers

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 007
    Author:
    Syunsuke Ikeda
    ,
    Tatsuya Nishimura
    DOI: 10.1061/(ASCE)0733-9429(1986)112:7(562)
    Publisher: American Society of Civil Engineers
    Abstract: Mathematical models for defining three‐dimensional flow and bed topography in sinuous channels with suspendable bed material are presented. It is shown theoretically that the secondary flow in sinuous channels shows a reduction in its magnitude below that of a uniformly‐curved channel, and also displays a phase‐lag relative to the channel plan‐form. The model for bed topography is derived by considering the sediment balance for bed load and suspended load, the transport rate and direction, all of which are governed by the three‐dimensional flow. A laboratory test supports the model. The present study has made it possible to predict the large‐scale bed topography of meandering sand‐silt rivers, including such features as the magnitude and the location of local scour and point‐bar deposits.
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      Flow and Bed Profile in Meandering Sand‐Silt Rivers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22652
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    contributor authorSyunsuke Ikeda
    contributor authorTatsuya Nishimura
    date accessioned2017-05-08T20:39:36Z
    date available2017-05-08T20:39:36Z
    date copyrightJuly 1986
    date issued1986
    identifier other%28asce%290733-9429%281986%29112%3A7%28562%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22652
    description abstractMathematical models for defining three‐dimensional flow and bed topography in sinuous channels with suspendable bed material are presented. It is shown theoretically that the secondary flow in sinuous channels shows a reduction in its magnitude below that of a uniformly‐curved channel, and also displays a phase‐lag relative to the channel plan‐form. The model for bed topography is derived by considering the sediment balance for bed load and suspended load, the transport rate and direction, all of which are governed by the three‐dimensional flow. A laboratory test supports the model. The present study has made it possible to predict the large‐scale bed topography of meandering sand‐silt rivers, including such features as the magnitude and the location of local scour and point‐bar deposits.
    publisherAmerican Society of Civil Engineers
    titleFlow and Bed Profile in Meandering Sand‐Silt Rivers
    typeJournal Paper
    journal volume112
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1986)112:7(562)
    treeJournal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 007
    contenttypeFulltext
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