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    Velocity Redistribution in Meandering Rivers

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 008
    Author:
    Helgi Johannesson
    ,
    Gary Parker
    DOI: 10.1061/(ASCE)0733-9429(1989)115:8(1019)
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model for calculating the lateral distribution of the depthaveraged primary flow velocity in meandering rivers is presented. A small perturbation approach is used to linearize the governing equations. The well‐known “moment method,” commonly used to solve the concentration distributions, is then used to obtain an approximate solution. This makes it possible to take into account the convective transport of primary flow momentum by the secondary flow. This oft‐neglected influence of the secondary flow is shown to be an important cause of the redistribution of the primary flow velocity. The model, when tested with laboratory data, gives substantially better results than several previous models.
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      Velocity Redistribution in Meandering Rivers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/23201
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    contributor authorHelgi Johannesson
    contributor authorGary Parker
    date accessioned2017-05-08T20:40:37Z
    date available2017-05-08T20:40:37Z
    date copyrightAugust 1989
    date issued1989
    identifier other%28asce%290733-9429%281989%29115%3A8%281019%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23201
    description abstractAn analytical model for calculating the lateral distribution of the depthaveraged primary flow velocity in meandering rivers is presented. A small perturbation approach is used to linearize the governing equations. The well‐known “moment method,” commonly used to solve the concentration distributions, is then used to obtain an approximate solution. This makes it possible to take into account the convective transport of primary flow momentum by the secondary flow. This oft‐neglected influence of the secondary flow is shown to be an important cause of the redistribution of the primary flow velocity. The model, when tested with laboratory data, gives substantially better results than several previous models.
    publisherAmerican Society of Civil Engineers
    titleVelocity Redistribution in Meandering Rivers
    typeJournal Paper
    journal volume115
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1989)115:8(1019)
    treeJournal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 008
    contenttypeFulltext
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