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    Flow Characteristics of Chimney Weir under Submergence

    Source: Journal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author:
    C. Chatterjee
    ,
    R. Singh
    ,
    S. K. Kar
    ,
    S. N. Panda
    ,
    S. L. Bohara
    DOI: 10.1061/(ASCE)0733-9437(1998)124:2(96)
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical submerged flow equation for chimney weir is developed. Based on experiments conducted with five different chimney weirs, it is found that the theoretical submerged flow equation, along with a parabolic equation relating the coefficient of discharge and the ratio of upstream head to crest height, predicts the discharge accurately. The performance of the developed equation is compared with the previously developed submergence formulas for sharp-crested weirs, and it is seen that the developed equation performs better within the experimental range. Further, for simplicity, an empirical equation is also proposed, which is found to give reasonable prediction of submerged discharge.
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      Flow Characteristics of Chimney Weir under Submergence

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27856
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    contributor authorC. Chatterjee
    contributor authorR. Singh
    contributor authorS. K. Kar
    contributor authorS. N. Panda
    contributor authorS. L. Bohara
    date accessioned2017-05-08T20:48:51Z
    date available2017-05-08T20:48:51Z
    date copyrightMarch 1998
    date issued1998
    identifier other%28asce%290733-9437%281998%29124%3A2%2896%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27856
    description abstractA theoretical submerged flow equation for chimney weir is developed. Based on experiments conducted with five different chimney weirs, it is found that the theoretical submerged flow equation, along with a parabolic equation relating the coefficient of discharge and the ratio of upstream head to crest height, predicts the discharge accurately. The performance of the developed equation is compared with the previously developed submergence formulas for sharp-crested weirs, and it is seen that the developed equation performs better within the experimental range. Further, for simplicity, an empirical equation is also proposed, which is found to give reasonable prediction of submerged discharge.
    publisherAmerican Society of Civil Engineers
    titleFlow Characteristics of Chimney Weir under Submergence
    typeJournal Paper
    journal volume124
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1998)124:2(96)
    treeJournal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 002
    contenttypeFulltext
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