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    Behavior of Dense Discharges beyond the Return Point

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author:
    C. J. Oliver
    ,
    M. J. Davidson
    ,
    R. I. Nokes
    DOI: 10.1061/(ASCE)HY.1943-7900.0000781
    Publisher: American Society of Civil Engineers
    Abstract: Trajectory and centerline mean dilution data obtained from negatively buoyant jets, using a laser-induced fluorescence system, are presented at locations beyond the point at which the discharged fluid returns to its release height. Although this return point has been a focus of recent studies, site specific variations in source height and boundary angle can result in the flow impacting the boundary at locations that are distinct from this reference point. The new data are presented for source inclinations of 30, 45, and 60° above the horizontal. Previously developed semianalytical solutions are extended to include the aforementioned site-specific geometric parameters. The ability of these extended solutions and those of the CorJet model to predict the location and mean centerline dilution at various impact points are assessed for nominal boundary angles that range from 0–20° below the horizontal for trajectory and 0–15° for dilution. Comparisons with the experimental data indicate that the extended semianalytical solutions provide superior predictions under the prescribed conditions.
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      Behavior of Dense Discharges beyond the Return Point

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    contributor authorC. J. Oliver
    contributor authorM. J. Davidson
    contributor authorR. I. Nokes
    date accessioned2017-05-08T21:51:50Z
    date available2017-05-08T21:51:50Z
    date copyrightDecember 2013
    date issued2013
    identifier other%28asce%29hy%2E1943-7900%2E0000812.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64649
    description abstractTrajectory and centerline mean dilution data obtained from negatively buoyant jets, using a laser-induced fluorescence system, are presented at locations beyond the point at which the discharged fluid returns to its release height. Although this return point has been a focus of recent studies, site specific variations in source height and boundary angle can result in the flow impacting the boundary at locations that are distinct from this reference point. The new data are presented for source inclinations of 30, 45, and 60° above the horizontal. Previously developed semianalytical solutions are extended to include the aforementioned site-specific geometric parameters. The ability of these extended solutions and those of the CorJet model to predict the location and mean centerline dilution at various impact points are assessed for nominal boundary angles that range from 0–20° below the horizontal for trajectory and 0–15° for dilution. Comparisons with the experimental data indicate that the extended semianalytical solutions provide superior predictions under the prescribed conditions.
    publisherAmerican Society of Civil Engineers
    titleBehavior of Dense Discharges beyond the Return Point
    typeJournal Paper
    journal volume139
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000781
    treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 012
    contenttypeFulltext
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