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dc.contributor.authorDebnath, Amulya Chandra-
dc.date.accessioned2014-10-07T13:14:32Z-
dc.date.available2014-10-07T13:14:32Z-
dc.date.issued1995-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/4754-
dc.guideSharma, Nayan-
dc.description.abstractBorder irrigation is the method of application of surface water at the upstream end of a wide field with longitudinal slope or level land, and allowed to advance in overland flow, towards the downstream end. The -necessary framework for mechanisms for predicting application of surface irrigation requires precise description of surface irrigation hydraulics. This part of study is very sensitive to inflow rate and local parameters. In this dissertation, two approaches of border irrigation were adopted for modelling namely the volume balance approach and the Zero-inertia form of momentum equation of the Saint-Venant equation....en_US
dc.language.isoenen_US
dc.subjectWATER RESOURCES DEVELOPMENT AND MANAGEMENTen_US
dc.subjectCOMPUTER MODELLINGen_US
dc.subjectBORDER IRRIGATIONen_US
dc.subjectSURFACE WATERen_US
dc.titleCOMPUTER MODELLING FOR BORDER IRRIGATIONen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number247091en_US
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