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DISCHARGE CHARACTERISTICS OF VERTICAL DROP FALLS

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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


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