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    Cut‐Throat Flume Characteristics

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 009
    Author:
    Robert J. Keller
    DOI: 10.1061/(ASCE)0733-9429(1984)110:9(1248)
    Publisher: American Society of Civil Engineers
    Abstract: The characteristics of cut‐throat flow measuring flumes are examined with special attention to scale effects and the transition submergence at which the flow regime changes from undrowned to drowned. Three flumes were tested over a scale range of 1:4. The results for undrowned flumes indicate a small scale effect at low flow rates only. The noted scale effect is completely eliminated by adjusting the data to correct for dissimilar boundary layer growth. The results for drowned flow indicate no scale effect for relative submergences below 0.85. Above this value an apparent scale effect is noted although it is shown to be of little practical consequence. The value of transition submergence is shown to be nonconstant and dependent on the discharge through the structure. A physical explanation for this behavior is put forward. It is concluded that hydraulic model studies of cut‐throat flumes, are feasible provided the submergence is kept below 0.85 and the entrance and exit conditions are modeled correctly in addition to the flume itself.
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      Cut‐Throat Flume Characteristics

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    contributor authorRobert J. Keller
    date accessioned2017-05-08T20:39:06Z
    date available2017-05-08T20:39:06Z
    date copyrightSeptember 1984
    date issued1984
    identifier other%28asce%290733-9429%281984%29110%3A9%281248%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22403
    description abstractThe characteristics of cut‐throat flow measuring flumes are examined with special attention to scale effects and the transition submergence at which the flow regime changes from undrowned to drowned. Three flumes were tested over a scale range of 1:4. The results for undrowned flumes indicate a small scale effect at low flow rates only. The noted scale effect is completely eliminated by adjusting the data to correct for dissimilar boundary layer growth. The results for drowned flow indicate no scale effect for relative submergences below 0.85. Above this value an apparent scale effect is noted although it is shown to be of little practical consequence. The value of transition submergence is shown to be nonconstant and dependent on the discharge through the structure. A physical explanation for this behavior is put forward. It is concluded that hydraulic model studies of cut‐throat flumes, are feasible provided the submergence is kept below 0.85 and the entrance and exit conditions are modeled correctly in addition to the flume itself.
    publisherAmerican Society of Civil Engineers
    titleCut‐Throat Flume Characteristics
    typeJournal Paper
    journal volume110
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1984)110:9(1248)
    treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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