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dc.contributor.authorHamidi, Z.-
dc.date.accessioned2014-09-26T09:27:36Z-
dc.date.available2014-09-26T09:27:36Z-
dc.date.issued1967-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/2018-
dc.guidePande, P. K.-
dc.guideMisra, H. C.-
dc.description.abstractThis thesis 6sseribes the result of an.xp.riiz #a1 study' concerning the bdrauli a performance o f shbrt pip, outlet.. The, effect of lengtbiud.pth ratio with vaa'io' head and teal water øonditions, the eberaet,ri st s of flow and the conditions under 1WiCb the conduit runs 1'1 has been studied in detail. The imodel used for pr.s nt investigation consisted of a 4' by 4 transparent rectangular conduit *id bent $ontaUyy with a supply' and a discharge tai* at the ends. The iudal was tested for three lengths with s1ort Corner entrance and far each condit .on of flow the head- didoho;g* relationship has been Investigated. The effect of the dimensionless paters (W/D, ?/t)., L/b, P, 1Z) upon. the discharge and priming process to studied whieb chaptersabaptirs V and V'I deals- with the resit and conclusions.en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectEFFECT DIMENSIONLESSen_US
dc.subjectHYDRAULIC PERFORMANCEen_US
dc.subjectSHORT PIPE OUTLETSen_US
dc.titleHYDRAULIC PERFORMANCE OF SHORT PIPE OUTLETSen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number64707en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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