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    Dilution Discharge Measurement During Flood Wave

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 011
    Author:
    R. Noppeney
    ,
    C. Kranenburg
    DOI: 10.1061/(ASCE)0733-9429(1989)115:11(1582)
    Publisher: American Society of Civil Engineers
    Abstract: A severe restriction to dilution discharge measurements is that they are to be applied to steady-flow conditions only. Using a computational model, dilution discharge measurements by constant-rate injection are simulated during unsteady-flow conditions caused by a Gaussian flood wave propagating down a prismatic channel with rectangular cross section. The accuracy of the discharge measurement is deduced from the computational results. The main source causing discrepancies between the actual and measured discharges is the difference in propagation velocities of the tracer cloud and the flood wave. Correction procedures are recommended, since maximum inaccuracies can easily be larger by an order of magnitude than inaccuracies during steady flow conditions.
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      Dilution Discharge Measurement During Flood Wave

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    http://yetl.yabesh.ir/yetl1/handle/yetl/23080
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    contributor authorR. Noppeney
    contributor authorC. Kranenburg
    date accessioned2017-05-08T20:40:24Z
    date available2017-05-08T20:40:24Z
    date copyrightNovember 1989
    date issued1989
    identifier other%28asce%290733-9429%281989%29115%3A11%281582%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23080
    description abstractA severe restriction to dilution discharge measurements is that they are to be applied to steady-flow conditions only. Using a computational model, dilution discharge measurements by constant-rate injection are simulated during unsteady-flow conditions caused by a Gaussian flood wave propagating down a prismatic channel with rectangular cross section. The accuracy of the discharge measurement is deduced from the computational results. The main source causing discrepancies between the actual and measured discharges is the difference in propagation velocities of the tracer cloud and the flood wave. Correction procedures are recommended, since maximum inaccuracies can easily be larger by an order of magnitude than inaccuracies during steady flow conditions.
    publisherAmerican Society of Civil Engineers
    titleDilution Discharge Measurement During Flood Wave
    typeJournal Paper
    journal volume115
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1989)115:11(1582)
    treeJournal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 011
    contenttypeFulltext
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