Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/478389
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dc.coverage.spatialCivil Engineering
dc.date.accessioned2023-04-21T06:32:11Z-
dc.date.available2023-04-21T06:32:11Z-
dc.identifier.urihttp://hdl.handle.net/10603/478389-
dc.description.abstractThis study using an experimental approach focuses on the effect of downward seepage on a threshold alluvial channel morphology and corresponding turbulent flow characteristics Experiments have been carried out in a curvilinear cross sectional shaped channel with two different sediment beds i e fine median diameter 0 41 mm and coarse median diameter 0 41 mm sands under no seepage and with seepage conditions It has been observed that an alluvial channel which remained at threshold c
dc.format.extentNot Available
dc.languageEnglish
dc.relationNot Available
dc.rightsself
dc.titleFlow and bed features dynamics in seepage affected alluvial channels
dc.title.alternativeNot available
dc.creator.researcherPatel, Mahesh
dc.subject.keywordEngineering
dc.subject.keywordEngineering and Technology
dc.subject.keywordEngineering Civil
dc.description.noteNot Available
dc.contributor.guideKumar, Bimlesh
dc.publisher.placeGuwahati
dc.publisher.universityIndian Institute of Technology Guwahati
dc.publisher.institutionDEPARTMENT OF CIVIL ENGINEERING
dc.date.registered2012
dc.date.completed2017
dc.date.awarded2017
dc.format.dimensionsNot Available
dc.format.accompanyingmaterialNone
dc.source.universityUniversity
dc.type.degreePh.D.
Appears in Departments:DEPARTMENT OF CIVIL ENGINEERING

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