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dc.contributor.authorKrishna, S. Murali-
dc.date.accessioned2014-10-17T12:57:59Z-
dc.date.available2014-10-17T12:57:59Z-
dc.date.issued1976-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/6526-
dc.guideRanga Raju, K. G.-
dc.description.abstractThis disflertation is an exploratory study of the offcct of o n eternally aposed rotation on tho discharge characteristics of broad-created tr ira. The study was taken up iith the intention of verifying tho premie that supply of additional momentum near the crest of a trefr should result in a hiCher discharge coefficient,. thus enabling design of weirs with a lower affiux • A semi-theoretical study has been made for free overfall suppressed weirs having vertical faces with a rotating cylinder at top 4 corner. A theorotical relation was first obtained for discharge over broad-created weir with rotating cylinder by assuming suitable velocity distribution- 1-aw for the-imposed rotational flow. However, this equation showed syotemetic departure from experimental observations. As such an approach based on dimensional analysis was adopted to obtain a discharge relationship for such weirs. The roaulto show that thoro is substantial increase In discharge--by as much as 30 nor cent due to rotation at high speeds and low heads.en_US
dc.language.isoenen_US
dc.subjectWATER RESOURCES & DEVELOPMENT MANAGEMENTen_US
dc.subjectBEAS RIVERen_US
dc.subjectCHANNELIZATIONen_US
dc.subjectMOUNTAINOUS RIVERen_US
dc.titleEFFECT OF EXTERNALLY IMPOSED ROTATION ON DISCHARGE CHARACTERISTICS OF BROAD-CRESTED WEIRSen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number108841en_US
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