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    Two-Dimensional Solution for Straight and Meandering Overbank Flows

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 009
    Author:
    D. Alan Ervine
    ,
    K. Babaeyan-Koopaei
    ,
    Robert H. J. Sellin
    DOI: 10.1061/(ASCE)0733-9429(2000)126:9(653)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a practical method to predict depth-averaged velocity and shear stress for straight and meandering overbank flows. An analytical solution to the depth-integrated turbulent form of the Navier-Stokes equation is presented that includes lateral shear and secondary flows in addition to bed friction. The novelty of the present approach is not only its inclusion of the secondary flows in the formulation but also its applicability to straight and meandering channels. The analytical solution is applied to a number of channels, at model and field scales, and is also compared with other available methods such as that of Shiono and Knight and the lateral distribution method. The present formulation gives much better predictions of velocity and shear stress, particularly in those cases where the secondary flows are dominant.
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      Two-Dimensional Solution for Straight and Meandering Overbank Flows

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25081
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    contributor authorD. Alan Ervine
    contributor authorK. Babaeyan-Koopaei
    contributor authorRobert H. J. Sellin
    date accessioned2017-05-08T20:43:53Z
    date available2017-05-08T20:43:53Z
    date copyrightSeptember 2000
    date issued2000
    identifier other%28asce%290733-9429%282000%29126%3A9%28653%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25081
    description abstractThis paper presents a practical method to predict depth-averaged velocity and shear stress for straight and meandering overbank flows. An analytical solution to the depth-integrated turbulent form of the Navier-Stokes equation is presented that includes lateral shear and secondary flows in addition to bed friction. The novelty of the present approach is not only its inclusion of the secondary flows in the formulation but also its applicability to straight and meandering channels. The analytical solution is applied to a number of channels, at model and field scales, and is also compared with other available methods such as that of Shiono and Knight and the lateral distribution method. The present formulation gives much better predictions of velocity and shear stress, particularly in those cases where the secondary flows are dominant.
    publisherAmerican Society of Civil Engineers
    titleTwo-Dimensional Solution for Straight and Meandering Overbank Flows
    typeJournal Paper
    journal volume126
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2000)126:9(653)
    treeJournal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 009
    contenttypeFulltext
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