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    Simple Flume for Flow Measurement in Sloping Open Channel

    Source: Journal of Irrigation and Drainage Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author:
    Giorgio Baiamonte
    ,
    Vito Ferro
    DOI: 10.1061/(ASCE)0733-9437(2007)133:1(71)
    Publisher: American Society of Civil Engineers
    Abstract: First, this paper presents a new flume for measuring flow discharge in sloping channels, originally proposed by Samani and Magallanez for use in a horizontal channel. The flume is obtained by inserting two semicylinders in a rectangular cross section. Then, using dimensional analysis and the self-similarity theory, the stage-discharge relationship of the flume is theoretically deduced. For determining the two coefficients of the power stage-discharge equation, some experimental runs are carried out using flumes characterized by different values of the contraction ratio (ranging from 0.17 to 0.81) and of the flume slope (ranging from 0.5 to 3.5%). Finally, for a given range of the contraction ratio, the relationships for estimating the two coefficients of the stage-discharge equation are obtained.
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      Simple Flume for Flow Measurement in Sloping Open Channel

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    https://yetl.yabesh.ir/yetl1/handle/yetl/28514
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    contributor authorGiorgio Baiamonte
    contributor authorVito Ferro
    date accessioned2017-05-08T20:49:50Z
    date available2017-05-08T20:49:50Z
    date copyrightFebruary 2007
    date issued2007
    identifier other%28asce%290733-9437%282007%29133%3A1%2871%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28514
    description abstractFirst, this paper presents a new flume for measuring flow discharge in sloping channels, originally proposed by Samani and Magallanez for use in a horizontal channel. The flume is obtained by inserting two semicylinders in a rectangular cross section. Then, using dimensional analysis and the self-similarity theory, the stage-discharge relationship of the flume is theoretically deduced. For determining the two coefficients of the power stage-discharge equation, some experimental runs are carried out using flumes characterized by different values of the contraction ratio (ranging from 0.17 to 0.81) and of the flume slope (ranging from 0.5 to 3.5%). Finally, for a given range of the contraction ratio, the relationships for estimating the two coefficients of the stage-discharge equation are obtained.
    publisherAmerican Society of Civil Engineers
    titleSimple Flume for Flow Measurement in Sloping Open Channel
    typeJournal Paper
    journal volume133
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2007)133:1(71)
    treeJournal of Irrigation and Drainage Engineering:;2007:;Volume ( 133 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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