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    Design and Calibration of a Compound Sharp-Crested Weir

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author:
    J. Martínez
    ,
    J. Reca
    ,
    M. T. Morillas
    ,
    J. G. López
    DOI: 10.1061/(ASCE)0733-9429(2005)131:2(112)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the design and calibration of a compound sharp-crested weir consisting of two triangular parts with different notch angles. This weir provides accurate measurement for a wide range of flows without discontinuities. The lower triangular part of the weir handles the normal range of discharges at the measurement structure while the upper part measures the occasional higher peak flows. This weir will be installed on the crest of small concrete gravity dams for measuring runoff in experimental catchments. The weir was calibrated in the laboratory using a scaled model. Different geometries (combination of notch angles) were tested in order to validate the proposed theoretical discharge equations.
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      Design and Calibration of a Compound Sharp-Crested Weir

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25863
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    contributor authorJ. Martínez
    contributor authorJ. Reca
    contributor authorM. T. Morillas
    contributor authorJ. G. López
    date accessioned2017-05-08T20:45:03Z
    date available2017-05-08T20:45:03Z
    date copyrightFebruary 2005
    date issued2005
    identifier other%28asce%290733-9429%282005%29131%3A2%28112%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25863
    description abstractThis paper describes the design and calibration of a compound sharp-crested weir consisting of two triangular parts with different notch angles. This weir provides accurate measurement for a wide range of flows without discontinuities. The lower triangular part of the weir handles the normal range of discharges at the measurement structure while the upper part measures the occasional higher peak flows. This weir will be installed on the crest of small concrete gravity dams for measuring runoff in experimental catchments. The weir was calibrated in the laboratory using a scaled model. Different geometries (combination of notch angles) were tested in order to validate the proposed theoretical discharge equations.
    publisherAmerican Society of Civil Engineers
    titleDesign and Calibration of a Compound Sharp-Crested Weir
    typeJournal Paper
    journal volume131
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2005)131:2(112)
    treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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