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    Preliminary Study of Surface Hydraulic Jumps

    Source: Journal of Irrigation and Drainage Engineering:;2019:;Volume ( 145 ):;issue: 003
    Author:
    S. Ahmed; Y. Ye; H. Liu; N. Rajaratnam
    DOI: 10.1061/(ASCE)IR.1943-4774.0001379
    Publisher: American Society of Civil Engineers
    Abstract: This note presents the results of a laboratory study on surface hydraulic jumps, which form immediately downstream of sharp-crested rectangular weirs for a certain range of submergence. These surface jumps appear to share some characteristics with classical hydraulic jumps generated in horizontal rectangular flumes. Correlations have been developed for many of their characteristics, in term of the relative submergence, equal to the ratio of the tailwater depth above the weir crest and the head on the weir. This study appears to be the first on surface hydraulic jumps.
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      Preliminary Study of Surface Hydraulic Jumps

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    contributor authorS. Ahmed; Y. Ye; H. Liu; N. Rajaratnam
    date accessioned2019-03-10T12:14:23Z
    date available2019-03-10T12:14:23Z
    date issued2019
    identifier other%28ASCE%29IR.1943-4774.0001379.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255184
    description abstractThis note presents the results of a laboratory study on surface hydraulic jumps, which form immediately downstream of sharp-crested rectangular weirs for a certain range of submergence. These surface jumps appear to share some characteristics with classical hydraulic jumps generated in horizontal rectangular flumes. Correlations have been developed for many of their characteristics, in term of the relative submergence, equal to the ratio of the tailwater depth above the weir crest and the head on the weir. This study appears to be the first on surface hydraulic jumps.
    publisherAmerican Society of Civil Engineers
    titlePreliminary Study of Surface Hydraulic Jumps
    typeJournal Paper
    journal volume145
    journal issue3
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0001379
    page06019001
    treeJournal of Irrigation and Drainage Engineering:;2019:;Volume ( 145 ):;issue: 003
    contenttypeFulltext
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