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    Effects of Geometry on Strong Free-Surface Vortices in Subcritical Approach Flows

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 011
    Author:
    Sean Mulligan
    ,
    John Casserly
    ,
    Richard Sherlock
    DOI: 10.1061/(ASCE)HY.1943-7900.0001194
    Publisher: American Society of Civil Engineers
    Abstract: Strong free-surface vortices are employed extensively in the hydraulic engineering industry in areas such as flow regulation, energy dissipation, and energy generation. Despite their long history of use, the literature on strong free-surface vortices appears to lack detailed experimental investigations, particularly with regard to subcritical approach flows. This paper reports a comprehensive experimental program that was implemented on 12 scaled vortex chamber geometries to identify the key dependent hydraulic parameters. Two-dimensional (2D) laser particle tracking velocimetry (PTV) was employed to determine the field circulation, Γ∞. It was found that the field circulation and, hence, the circulation number (NΓ) is strongly dependent on the approach flow geometry, which was characterized by a nondimensional approach flow factor, yα comprising the approach flow, depth h/d, and geometric factor, α. The discharge number (NQ) varied inversely with the circulation number following relationships governed by two further empirical parameters: the constant (kα) and exponent (nα). Specific to each geometry, empirical models that related these terms to the approach flow geometry are presented. These findings collectively deliver an alternative simple model to determine the depth-discharge relationship in vortex flows. The values of the radial Reynolds (Rr) number and Weber number (W) in the experiments suggested that the model should be scalable according to the criteria of previous studies. This has been supported by a validation using two prototype systems reported in the literature producing errors of less than 15%. Finally, two new flow classes in describing vortex flows have been defined: transitionally subcritical, when 0.7<Fi<1; and unstably subcritical, when the nondimensional approach flow factor α<1 for relatively large approach flow depths.
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      Effects of Geometry on Strong Free-Surface Vortices in Subcritical Approach Flows

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    contributor authorSean Mulligan
    contributor authorJohn Casserly
    contributor authorRichard Sherlock
    date accessioned2017-12-30T12:55:33Z
    date available2017-12-30T12:55:33Z
    date issued2016
    identifier other%28ASCE%29HY.1943-7900.0001194.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243481
    description abstractStrong free-surface vortices are employed extensively in the hydraulic engineering industry in areas such as flow regulation, energy dissipation, and energy generation. Despite their long history of use, the literature on strong free-surface vortices appears to lack detailed experimental investigations, particularly with regard to subcritical approach flows. This paper reports a comprehensive experimental program that was implemented on 12 scaled vortex chamber geometries to identify the key dependent hydraulic parameters. Two-dimensional (2D) laser particle tracking velocimetry (PTV) was employed to determine the field circulation, Γ∞. It was found that the field circulation and, hence, the circulation number (NΓ) is strongly dependent on the approach flow geometry, which was characterized by a nondimensional approach flow factor, yα comprising the approach flow, depth h/d, and geometric factor, α. The discharge number (NQ) varied inversely with the circulation number following relationships governed by two further empirical parameters: the constant (kα) and exponent (nα). Specific to each geometry, empirical models that related these terms to the approach flow geometry are presented. These findings collectively deliver an alternative simple model to determine the depth-discharge relationship in vortex flows. The values of the radial Reynolds (Rr) number and Weber number (W) in the experiments suggested that the model should be scalable according to the criteria of previous studies. This has been supported by a validation using two prototype systems reported in the literature producing errors of less than 15%. Finally, two new flow classes in describing vortex flows have been defined: transitionally subcritical, when 0.7<Fi<1; and unstably subcritical, when the nondimensional approach flow factor α<1 for relatively large approach flow depths.
    publisherAmerican Society of Civil Engineers
    titleEffects of Geometry on Strong Free-Surface Vortices in Subcritical Approach Flows
    typeJournal Paper
    journal volume142
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001194
    page04016051
    treeJournal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 011
    contenttypeFulltext
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