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    Submerged Discharge Relations of Logarithmic Weirs

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author:
    Hanna Majcherek
    DOI: 10.1061/(ASCE)0733-9429(1984)110:6(840)
    Publisher: American Society of Civil Engineers
    Abstract: Theoretical and experimental investigations of the effect of weir submersion on the logarithmic discharge characteristic were performed. The problem was solved theoretically by accepting the simplifying assumption that the coefficient of discharge has a constant value. Strict formulae which determine the relative accuracy, ε, of conformity with the logarithmic characteristic for the weir operating under the submersion condition were derived as a function of the submersion ratio, h/H, and the filling ratio, a/H. The function ε (h/H, a/H) was derived for the logarithmic weir with a rectangular crest at height a. Because of the complicated structure of this function, an approximate formula which simplifies computation was derived. Experimental studies showed that the coefficient of discharge is a function of nappe head. However, the acceptance of a constant value for this coefficient results in a discrepancy between theoretical and experimental discharge values that does not exceed 3.5%.
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      Submerged Discharge Relations of Logarithmic Weirs

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    contributor authorHanna Majcherek
    date accessioned2017-05-08T20:39:00Z
    date available2017-05-08T20:39:00Z
    date copyrightJune 1984
    date issued1984
    identifier other%28asce%290733-9429%281984%29110%3A6%28840%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22349
    description abstractTheoretical and experimental investigations of the effect of weir submersion on the logarithmic discharge characteristic were performed. The problem was solved theoretically by accepting the simplifying assumption that the coefficient of discharge has a constant value. Strict formulae which determine the relative accuracy, ε, of conformity with the logarithmic characteristic for the weir operating under the submersion condition were derived as a function of the submersion ratio, h/H, and the filling ratio, a/H. The function ε (h/H, a/H) was derived for the logarithmic weir with a rectangular crest at height a. Because of the complicated structure of this function, an approximate formula which simplifies computation was derived. Experimental studies showed that the coefficient of discharge is a function of nappe head. However, the acceptance of a constant value for this coefficient results in a discrepancy between theoretical and experimental discharge values that does not exceed 3.5%.
    publisherAmerican Society of Civil Engineers
    titleSubmerged Discharge Relations of Logarithmic Weirs
    typeJournal Paper
    journal volume110
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1984)110:6(840)
    treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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