1. Shodhbhagirathi @ IITR
  2. CIVIL ENGINEERING
  3. MASTERS' THESES (Civil Engg)
Please use this identifier to cite or link to this item: http://localhost:8081/jspui/handle/123456789/7389
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dc.contributor.authorLasani, Zunnoor Ahmed-
dc.date.accessioned2014-11-07T07:14:23Z-
dc.date.accessioned2014-11-07T07:15:03Z-
dc.date.available2014-11-07T07:14:23Z-
dc.date.available2014-11-07T07:15:03Z-
dc.date.issued2003-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/7389-
dc.guideKashyap, D.-
dc.description.abstractIn actual practice most of the water bodies are partially penetrating and as such horizontal flow models are not applicable. In the present study piezometric peak/trough in an aquifer bonded by partially penetrating water bodies is simulated by horizontal flow model employing reduced hydraulic conductivity across the boundary link. A series of numerical experiment were conducted and a relation is evolved which describe the dependence of the ratio of the reduced hydraulic conductivity to the regular hydraulic conductivity on degree of penetration and vertical anisotropyen_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectDIRICHLET BOUNDARY CONDITIONen_US
dc.subjectGROUNDWATER FLOW MODELLINGen_US
dc.subjectVERTICAL ANISOTROPYen_US
dc.titleA STUDY ON DIRICHLET BOUNDARY CONDITION IN GROUNDWATER FLOW MODELLINGen_US
dc.typeM.Tech Dessertationen_US
dc.accession.numberG11210en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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