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DC Field | Value | Language |
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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 |
Appears in Collections: | MASTERS' THESES (WRDM) |
Files in This Item:
File | Description | Size | Format | |
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WRDM108841.pdf | 2.6 MB | Adobe PDF | View/Open |
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