Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/11535
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dc.contributor.authorJoshi, Narayan Mahadeo-
dc.date.accessioned2014-11-27T04:54:06Z-
dc.date.available2014-11-27T04:54:06Z-
dc.date.issued1978-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/11535-
dc.guideChandra, Satish-
dc.description.abstractA design flood in the flood adopted for the design of a structure after oouidsration of eooncuaio eM h7deologto factors. It is seldc economically practicable to design for the ma to probable flood satd after not for the a~azd*ua of record. The design flood is usually *elected by oxftviss of engineering 3*tgeaent after consideration of pertinent facts* The pertinent facts arema ted by stream flow records, which are either computed ! precipitation eo'ds or ` ► application of hydrologic principles to measured physical factors or directly observed and analyzed to boat appiy to particular situation. Selection of decign flood requires a hydroeooncudo analysis of problon.. Ae the sit* of the daaign flock ,thOirneasee the cap &te, **at also oaaaes. At the ee time probability of dean will deøease. By taking both of those el*ents into consideration ie most economic design has to be found out.en_US
dc.language.isoenen_US
dc.subjectHYDROLOGYen_US
dc.subjectBEST FIT DISTRIBUTIONSen_US
dc.subjectANNUAL MAXIMUM ONE DAY RAINFALL SERIESen_US
dc.subjectDESIGN FLOODen_US
dc.titleBEST FIT DISTRIBUTIONS FOR ANNUAL MAXIMUM ONE DAY RAINFALL SERIESen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number109940en_US
Appears in Collections:MASTERS' DISSERTATIONS (Hydrology)

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