1. Shodhbhagirathi @ IITR
  2. WATER RESOURCES & DEVELOPMENT MANAGMENT
  3. MASTERS' THESES (WRDM)
Please use this identifier to cite or link to this item: http://localhost:8081/jspui/handle/123456789/4289
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dc.contributor.authorNargunde, S. K.-
dc.date.accessioned2014-10-06T06:52:12Z-
dc.date.available2014-10-06T06:52:12Z-
dc.date.issued1983-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/4289-
dc.guidePant, B.-
dc.description.abstractThe Koyna Dam has been designed in fifties when conven-tional gravity method was in vogue and the region was not known to be seismically active. The method does not give a realistic distribution of stresses particularly at lower heights. The shortcomings of the conventional method are eliminated in F.E.M. analysis which can take into account the varying properties of dam and foundation material, multiple openings and complex geometrical shapes all simultaneously.en_US
dc.language.isoenen_US
dc.subjectWATER RESOURCES DEVELOPMENT AND MANAGEMENTen_US
dc.subjectFINITE ELEMENT STUDYen_US
dc.subjectKOYNA DAMen_US
dc.subjectSTORAGE LEVELen_US
dc.titleA FINITE ELEMENT STUDY OF KOYNA DAM WITH INCREASED STORAGE LEVELen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number177472en_US
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