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    A Reformed Empirical Equation for the Discharge Coefficient of Free-Flowing Type-A Piano Key Weirs

    Source: Journal of Irrigation and Drainage Engineering:;2023:;Volume ( 149 ):;issue: 004::page 04023003-1
    Author:
    Subhojit Kadia
    ,
    Elena Pummer
    ,
    Binit Kumar
    ,
    Nils Rüther
    ,
    Zulfequar Ahmad
    DOI: 10.1061/JIDEDH.IRENG-9886
    Publisher: American Society of Civil Engineers
    Abstract: The existing equations for the discharge coefficient of Piano key weirs (PKWs) use a limited range of experimental data, which means that they are inappropriate for wide parametric ranges that might lead to significant errors. This study aimed to propose a reformed empirical equation using a wide range of data points gathered from previous experimental studies. Further, the appropriateness to use the existing equations for the collected data points, and the related errors, were investigated in detail using graphical and statistical analyses. The proposed equation predicted the discharge coefficients with <5% absolute errors for 83.5% data points and with <10% absolute errors for 100% data points, and the mean absolute error was 2.9%. Such variations may be attributed to the differences in experimental conditions that exist among the previous studies. The correlation indices were higher for the proposed equation as compared to the same for the existing equations, whereas the error indices were lowest for the proposed one. For some very specific parametric ranges, the existing equations still hold better accuracy. Overall, the proposed equation can precisely estimate the discharge coefficient of the basic geometry of Type-A PKWs for a wide parametric range and will be handy in the hydraulic design of such PKWs.
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      A Reformed Empirical Equation for the Discharge Coefficient of Free-Flowing Type-A Piano Key Weirs

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4292824
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    contributor authorSubhojit Kadia
    contributor authorElena Pummer
    contributor authorBinit Kumar
    contributor authorNils Rüther
    contributor authorZulfequar Ahmad
    date accessioned2023-08-16T19:08:42Z
    date available2023-08-16T19:08:42Z
    date issued2023/04/01
    identifier otherJIDEDH.IRENG-9886.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292824
    description abstractThe existing equations for the discharge coefficient of Piano key weirs (PKWs) use a limited range of experimental data, which means that they are inappropriate for wide parametric ranges that might lead to significant errors. This study aimed to propose a reformed empirical equation using a wide range of data points gathered from previous experimental studies. Further, the appropriateness to use the existing equations for the collected data points, and the related errors, were investigated in detail using graphical and statistical analyses. The proposed equation predicted the discharge coefficients with <5% absolute errors for 83.5% data points and with <10% absolute errors for 100% data points, and the mean absolute error was 2.9%. Such variations may be attributed to the differences in experimental conditions that exist among the previous studies. The correlation indices were higher for the proposed equation as compared to the same for the existing equations, whereas the error indices were lowest for the proposed one. For some very specific parametric ranges, the existing equations still hold better accuracy. Overall, the proposed equation can precisely estimate the discharge coefficient of the basic geometry of Type-A PKWs for a wide parametric range and will be handy in the hydraulic design of such PKWs.
    publisherAmerican Society of Civil Engineers
    titleA Reformed Empirical Equation for the Discharge Coefficient of Free-Flowing Type-A Piano Key Weirs
    typeJournal Article
    journal volume149
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/JIDEDH.IRENG-9886
    journal fristpage04023003-1
    journal lastpage04023003-10
    page10
    treeJournal of Irrigation and Drainage Engineering:;2023:;Volume ( 149 ):;issue: 004
    contenttypeFulltext
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