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DC Field | Value | Language |
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dc.contributor.author | Shastri, A. V. S. | - |
dc.date.accessioned | 2014-09-30T06:23:12Z | - |
dc.date.available | 2014-09-30T06:23:12Z | - |
dc.date.issued | 1962 | - |
dc.identifier | Ph.D | en_US |
dc.identifier.uri | http://hdl.handle.net/123456789/3097 | - |
dc.guide | Chaturvedi, R. S. | - |
dc.description.abstract | A comprehensive and. rational solution is proposed for the. dischargecharacteristica of vertical drop falls. A vertical drop fall being essentially a broad-crested:tweir with vertical downstream face and horizon-tal crest, the: previous studies on broad crested weir discharge have been briefly reviewed. The.. proposed solution of the discharge character-istics is: based on a_ simple: equation of discharge obtai-ned by theoretical considerations and.diniensiona3. analysis. Thus, the discharge coefficient of the_; verti-cal drop falls;.. is defined as a function of. dimension-less ratios.; that describe the. geometry of the fall, the approach channel anth the relative influence of. tb.e: factors that: determine the, flow: pattern. The effect of these various dimensionless ratios. on the discharge coefficient is determine& from original experimentsi covering wide range of the significant ratios.. On the: basis; of the form of water-surfac.e, profiles over the experimental models, the,- broad-crested weirs . forming the vertical drop falls have.,been classified as short, normal and,long. This study includes the discharge character-istics of vertical drop falls both in the, free flow and submerged flog conditions. | en_US |
dc.language.iso | en | en_US |
dc.subject | MECHANICAL & INDUSTRIAL ENGINEERING | en_US |
dc.subject | DISCHARGE | en_US |
dc.subject | VERTICAL DROP FALLS | en_US |
dc.subject | VERTICAL DROP | en_US |
dc.title | DISCHARGE CHARACTERISTICS OF VERTICAL DROP FALLS | en_US |
dc.type | Doctoral Thesis | en_US |
dc.accession.number | 62489 | en_US |
Appears in Collections: | DOCTORAL THESES (MIED) |
Files in This Item:
File | Description | Size | Format | |
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MIED62489.pdf | 12.38 MB | Adobe PDF | View/Open |
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