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    Laboratory Study on 3D Flow Structures Induced by Zero-Height Side Weir and Implications for 1D Modeling

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 010
    Author:
    Giovanni Michelazzo
    ,
    Hocine Oumeraci
    ,
    Enio Paris
    DOI: 10.1061/(ASCE)HY.1943-7900.0001027
    Publisher: American Society of Civil Engineers
    Abstract: Side weir flows induce complex three-dimensional (3D) structures on the flow field in the main channel. Extensive experiments at the laboratory scale were conducted in order to investigate the flow field for the particular case of a side weir with a zero height crest in both fixed bed and steady flow conditions. Detailed measurements of the flow surface, discharge, and velocity field were performed in the main channel upstream, alongside, and downstream of the side weir location. They allowed detection and analysis of the three-dimensional flow structures. Elaborations of the measurements show the implications of such three-dimensional nature of the flow on integral quantities such as Coriolis and Boussinesq coefficients as well as the specific energy and discharge coefficient that are important in the widely used one-dimensional (1D) models. Moreover, the results may help to better understand other free-surface problems similar to the side weir flow, such as lateral diversions, river bifurcations, and levee breaches.
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      Laboratory Study on 3D Flow Structures Induced by Zero-Height Side Weir and Implications for 1D Modeling

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/80966
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    • Journal of Hydraulic Engineering

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    contributor authorGiovanni Michelazzo
    contributor authorHocine Oumeraci
    contributor authorEnio Paris
    date accessioned2017-05-08T22:27:36Z
    date available2017-05-08T22:27:36Z
    date copyrightOctober 2015
    date issued2015
    identifier other45766157.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80966
    description abstractSide weir flows induce complex three-dimensional (3D) structures on the flow field in the main channel. Extensive experiments at the laboratory scale were conducted in order to investigate the flow field for the particular case of a side weir with a zero height crest in both fixed bed and steady flow conditions. Detailed measurements of the flow surface, discharge, and velocity field were performed in the main channel upstream, alongside, and downstream of the side weir location. They allowed detection and analysis of the three-dimensional flow structures. Elaborations of the measurements show the implications of such three-dimensional nature of the flow on integral quantities such as Coriolis and Boussinesq coefficients as well as the specific energy and discharge coefficient that are important in the widely used one-dimensional (1D) models. Moreover, the results may help to better understand other free-surface problems similar to the side weir flow, such as lateral diversions, river bifurcations, and levee breaches.
    publisherAmerican Society of Civil Engineers
    titleLaboratory Study on 3D Flow Structures Induced by Zero-Height Side Weir and Implications for 1D Modeling
    typeJournal Paper
    journal volume141
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001027
    treeJournal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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