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dc.contributor.authorVarshney, V. P.-
dc.date.accessioned2014-11-14T09:36:25Z-
dc.date.available2014-11-14T09:36:25Z-
dc.date.issued1974-
dc.identifierPh.Den_US
dc.identifier.urihttp://hdl.handle.net/123456789/8513-
dc.guideToshniwal, C. L.-
dc.guideSwamee, P. K.-
dc.description.abstractThe present practice of design of wstsr Supply system finds a f+ seible Solution anb3sotsd to, the condition that available pressure head should not be less than a preassigsd vstu. it does not consider other feasible eoluflons and fib the best o k This was z* nZ beosuóebecause of nonlinearity of the problem for which no. etraighttorwnrd • algorithm va le, In the present investigation ► attempt is made to optimize the dedn of water supply syst consisting of pumping m n, slevated balancing reservoir and supply mein* This involvO a method to obtain the design pees like pumping psrtod, starting time of pumps, horse power of the maps,, the pumping head, the diameter of pumping and supply mains, al c . capacity and the staging, of the elevated reservoir,.......en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectWATER TRANSMISSION SYSTEMSen_US
dc.subjectELEVATED RESERVOIRen_US
dc.subjectWATER SUPPLY SYSTEMen_US
dc.titleOPTIMIZATION OF WATER TRANSMISSION SYSTEMSen_US
dc.typeDoctoral Thesisen_US
dc.accession.number107916en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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