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    Calibration of Submerged Radial Gates

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 009
    Author:
    A. J. Clemmens
    ,
    T. S. Strelkoff
    ,
    J. A. Replogle
    DOI: 10.1061/(ASCE)0733-9429(2003)129:9(680)
    Publisher: American Society of Civil Engineers
    Abstract: Calibration equations for free-flowing radial gates typically provide sufficient accuracy for irrigation district operations. However, many water purveyors have difficulty in determining accurate discharges when the downstream water level begins to submerge the gate. Based on experimental laboratory studies, we have developed a new calibration method for free-flowing and submerged radial gates that allows for multiple gates and widely varying upstream and downstream channel conditions. The method uses the energy equation on the upstream side of the structure and the momentum equation on the downstream side, and thus is called the Energy-Momentum Method. An iterative solution is required to solve these two equations, but this allows calibration from free flow to submerged flow continuously through the transition. Adjustments to the energy equation for free flow are described, along with an additional energy adjustment for the transition to submerged flow. An application is used to describe the new procedure and how it overcomes the limitations of current energy-based methods.
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      Calibration of Submerged Radial Gates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25606
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    contributor authorA. J. Clemmens
    contributor authorT. S. Strelkoff
    contributor authorJ. A. Replogle
    date accessioned2017-05-08T20:44:38Z
    date available2017-05-08T20:44:38Z
    date copyrightSeptember 2003
    date issued2003
    identifier other%28asce%290733-9429%282003%29129%3A9%28680%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25606
    description abstractCalibration equations for free-flowing radial gates typically provide sufficient accuracy for irrigation district operations. However, many water purveyors have difficulty in determining accurate discharges when the downstream water level begins to submerge the gate. Based on experimental laboratory studies, we have developed a new calibration method for free-flowing and submerged radial gates that allows for multiple gates and widely varying upstream and downstream channel conditions. The method uses the energy equation on the upstream side of the structure and the momentum equation on the downstream side, and thus is called the Energy-Momentum Method. An iterative solution is required to solve these two equations, but this allows calibration from free flow to submerged flow continuously through the transition. Adjustments to the energy equation for free flow are described, along with an additional energy adjustment for the transition to submerged flow. An application is used to describe the new procedure and how it overcomes the limitations of current energy-based methods.
    publisherAmerican Society of Civil Engineers
    titleCalibration of Submerged Radial Gates
    typeJournal Paper
    journal volume129
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2003)129:9(680)
    treeJournal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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