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    Turbulent Underflow in a Short Channel of Limited Depth

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 005
    Author:
    Raouf E. Baddour
    ,
    Harry Abbink
    DOI: 10.1061/(ASCE)0733-9429(1983)109:5(722)
    Publisher: American Society of Civil Engineers
    Abstract: The flow characteristics of a turbulent underflow in a horizontal channel of limited depth are explored analytically and experimentally under a variety of upstream and downstream control conditions. Freshwater and salt water are used in the physical model to simulate a stable density stratification, and a contraction is adopted as a downstream control device. Three typical flow situations, respectively, distinguished as drowned internal jump, free internal jump, and flow instability, are observed depending on the nature of the interaction between the upstream and downstream controls. The hydraulic properties of each one of the flow situations are reviewed, and the experimental observations are compared with the results obtained from a hydraulic analysis. Maximum turbulent mixing is demonstrated to occur at a particular value of the discharge densimetric Froude number. Further increase of discharge densimetric Froude number is expected to result in a decrease in turbulent mixing and eventually to provoke a flow instability.
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      Turbulent Underflow in a Short Channel of Limited Depth

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22103
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    contributor authorRaouf E. Baddour
    contributor authorHarry Abbink
    date accessioned2017-05-08T20:38:33Z
    date available2017-05-08T20:38:33Z
    date copyrightMay 1983
    date issued1983
    identifier other%28asce%290733-9429%281983%29109%3A5%28722%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22103
    description abstractThe flow characteristics of a turbulent underflow in a horizontal channel of limited depth are explored analytically and experimentally under a variety of upstream and downstream control conditions. Freshwater and salt water are used in the physical model to simulate a stable density stratification, and a contraction is adopted as a downstream control device. Three typical flow situations, respectively, distinguished as drowned internal jump, free internal jump, and flow instability, are observed depending on the nature of the interaction between the upstream and downstream controls. The hydraulic properties of each one of the flow situations are reviewed, and the experimental observations are compared with the results obtained from a hydraulic analysis. Maximum turbulent mixing is demonstrated to occur at a particular value of the discharge densimetric Froude number. Further increase of discharge densimetric Froude number is expected to result in a decrease in turbulent mixing and eventually to provoke a flow instability.
    publisherAmerican Society of Civil Engineers
    titleTurbulent Underflow in a Short Channel of Limited Depth
    typeJournal Paper
    journal volume109
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1983)109:5(722)
    treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 005
    contenttypeFulltext
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