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dc.contributor.authorFerro Vito;Aydin Ismail
dc.date.accessioned2019-02-26T07:49:33Z
dc.date.available2019-02-26T07:49:33Z
dc.date.issued2018
dc.identifier.other%28ASCE%29IR.1943-4774.0001285.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249660
dc.description.abstractIn this paper, the flow-process of a slit weir was analyzed on the basis of a theorem of dimensional analysis and incomplete self-similarity theory. The theoretically deduced stage-discharge formula then was calibrated using experimental data obtained for a ratio between the weir and the channel width, ranging from .5 to .25. The deduced stage-discharge relationship allowed measuring discharge values characterized by errors that, for 98% of the measured values, were less than or equal to ±5%. The performance of the proposed theoretical stage-discharge formula also was improved by introducing the Reynolds number (for 98.5% of the measured values the error was less than or equal to ±5%, and the error for 74% of the measured values was less than or equal to ±2%).
dc.publisherAmerican Society of Civil Engineers
dc.titleNew Theoretical Solution of Stage-Discharge Relationship for Slit Weirs
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue3
dc.journal.titleJournal of Irrigation and Drainage Engineering
dc.identifier.doi10.1061/(ASCE)IR.1943-4774.0001285
dc.page6018001
dc.treeJournal of Irrigation and Drainage Engineering:;2018:;Volume ( 144 ):;issue: 003
dc.contenttypeFulltext


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