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EFFECT OF EXTERNALLY IMPOSED ROTATION ON DISCHARGE CHARACTERISTICS OF BROAD-CRESTED WEIRS

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dc.contributor.author Krishna, S. Murali
dc.date.accessioned 2014-10-17T12:57:59Z
dc.date.available 2014-10-17T12:57:59Z
dc.date.issued 1976
dc.identifier M.Tech en_US
dc.identifier.uri http://hdl.handle.net/123456789/6526
dc.guide Ranga Raju, K. G.
dc.description.abstract This 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.iso en en_US
dc.subject WATER RESOURCES & DEVELOPMENT MANAGEMENT en_US
dc.subject BEAS RIVER en_US
dc.subject CHANNELIZATION en_US
dc.subject MOUNTAINOUS RIVER en_US
dc.title EFFECT OF EXTERNALLY IMPOSED ROTATION ON DISCHARGE CHARACTERISTICS OF BROAD-CRESTED WEIRS en_US
dc.type M.Tech Dessertation en_US
dc.accession.number 108841 en_US


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