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    Flow and Bed-Shear Magnification Downstream of a Barrage with Swirl Generated in Ducts by Stators and Rotors

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 002
    Author:
    Penny Jeffcoate
    ,
    Peter Stansby
    ,
    David Apsley
    DOI: 10.1061/(ASCE)HY.1943-7900.0001228
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the flow and bed shear stresses downstream of a tidal barrage, with open ducts and with swirl created by stators and rotors, are investigated experimentally. The wake created by open ducts is significantly three-dimensional within 20-duct diameters (20D) from the barrage. Within 20D of the barrage, the duct blockage and swirl also affect flow patterns and bed shear stress. Swirl affects jet mixing and local downstream circulation within 5-duct diameters (5D), resulting in large-scale cross-stream circulation further downstream. After 20D, the flow becomes predominantly parallel and depth averaging would be appropriate. Bed shear stress just downstream of the barrage is magnified by up to 3, 7, and 12 times, respectively, for open ducts, stators alone, and rotors plus stators. This has major implications for sediment motion and scour.
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      Flow and Bed-Shear Magnification Downstream of a Barrage with Swirl Generated in Ducts by Stators and Rotors

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4239045
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    contributor authorPenny Jeffcoate
    contributor authorPeter Stansby
    contributor authorDavid Apsley
    date accessioned2017-12-16T09:08:12Z
    date available2017-12-16T09:08:12Z
    date issued2017
    identifier other%28ASCE%29HY.1943-7900.0001228.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239045
    description abstractIn this paper, the flow and bed shear stresses downstream of a tidal barrage, with open ducts and with swirl created by stators and rotors, are investigated experimentally. The wake created by open ducts is significantly three-dimensional within 20-duct diameters (20D) from the barrage. Within 20D of the barrage, the duct blockage and swirl also affect flow patterns and bed shear stress. Swirl affects jet mixing and local downstream circulation within 5-duct diameters (5D), resulting in large-scale cross-stream circulation further downstream. After 20D, the flow becomes predominantly parallel and depth averaging would be appropriate. Bed shear stress just downstream of the barrage is magnified by up to 3, 7, and 12 times, respectively, for open ducts, stators alone, and rotors plus stators. This has major implications for sediment motion and scour.
    publisherAmerican Society of Civil Engineers
    titleFlow and Bed-Shear Magnification Downstream of a Barrage with Swirl Generated in Ducts by Stators and Rotors
    typeJournal Paper
    journal volume143
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001228
    treeJournal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 002
    contenttypeFulltext
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