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    Predicting Flow in Curved Open Channels by Depth‐Averaged Method

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author:
    Yee‐Chung Jin
    ,
    Peter M. Steffler
    DOI: 10.1061/(ASCE)0733-9429(1993)119:1(109)
    Publisher: American Society of Civil Engineers
    Abstract: A depth‐averaged model formulated in the Cartesian coordinate system is introduced for simulating the velocity distribution in curved open channels. The finite element method is used to simplify the geometry problems in practical cases such as irregular cross sections and channels of varying plan curvature. The mathematical model consists of the depth‐averaged continuity equation, the momentum equations, and two moment‐of‐momentum equations for closure purposes. The numerical analysis predicts satisfactory depth‐averaged longitudinal and transverse velocities as well as reasonable secondary flows. The comparison of the numerical predication and the experimental results is included. The mathematical model discussed here can be applied to other channel flow problems where secondary flow and its effects are important.
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      Predicting Flow in Curved Open Channels by Depth‐Averaged Method

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    contributor authorYee‐Chung Jin
    contributor authorPeter M. Steffler
    date accessioned2017-05-08T20:41:37Z
    date available2017-05-08T20:41:37Z
    date copyrightJanuary 1993
    date issued1993
    identifier other%28asce%290733-9429%281993%29119%3A1%28109%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23724
    description abstractA depth‐averaged model formulated in the Cartesian coordinate system is introduced for simulating the velocity distribution in curved open channels. The finite element method is used to simplify the geometry problems in practical cases such as irregular cross sections and channels of varying plan curvature. The mathematical model consists of the depth‐averaged continuity equation, the momentum equations, and two moment‐of‐momentum equations for closure purposes. The numerical analysis predicts satisfactory depth‐averaged longitudinal and transverse velocities as well as reasonable secondary flows. The comparison of the numerical predication and the experimental results is included. The mathematical model discussed here can be applied to other channel flow problems where secondary flow and its effects are important.
    publisherAmerican Society of Civil Engineers
    titlePredicting Flow in Curved Open Channels by Depth‐Averaged Method
    typeJournal Paper
    journal volume119
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1993)119:1(109)
    treeJournal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 001
    contenttypeFulltext
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