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dc.contributor.authorS. Ahmed; Y. Ye; H. Liu; N. Rajaratnam
dc.date.accessioned2019-03-10T12:14:23Z
dc.date.available2019-03-10T12:14:23Z
dc.date.issued2019
dc.identifier.other%28ASCE%29IR.1943-4774.0001379.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255184
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titlePreliminary Study of Surface Hydraulic Jumps
dc.typeJournal Paper
dc.journal.volume145
dc.journal.issue3
dc.journal.titleJournal of Irrigation and Drainage Engineering
dc.identifier.doi10.1061/(ASCE)IR.1943-4774.0001379
dc.page06019001
dc.treeJournal of Irrigation and Drainage Engineering:;2019:;Volume ( 145 ):;issue: 003
dc.contenttypeFulltext


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