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  4. Proceedings of the International Conference on Water, Environment, Energy and Society (WEES-2009), 12-16 January 2009 at New Delhi, Vol.-4
Please use this identifier to cite or link to this item: http://117.252.14.250:8080/jspui/handle/123456789/5259
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dc.contributor.authorKothyari, U. C.-
dc.date.accessioned2020-11-04T20:45:10Z-
dc.date.available2020-11-04T20:45:10Z-
dc.date.issued2009-
dc.identifier.urihttp://117.252.14.250:8080/jspui/handle/123456789/5259-
dc.description.abstractThe design of the reservoir upstream of the dam and of the canal requires consideration of the sediment load carried by the river in case the river is sediment-laden. The hydraulics of lined canals is described from the point of view of limiting transport capacity and changes in frictional resistance. The processes of sediment yield, reservoir siltation are also discussed. Methods of design of sediment extraction devices like settling basins and vortex chambers are presented.en_US
dc.language.isoenen_US
dc.publisherAllied Publishers Pvt. Limited, New Delhien_US
dc.subjectErosionen_US
dc.subjectSedimentationen_US
dc.subjectDesign of Hydroelectric Projectsen_US
dc.title210-Design of Hydroelectric Projects for Sediment Management.en_US
dc.typeTechnical Reporten_US
Appears in Collections:Proceedings of the International Conference on Water, Environment, Energy and Society (WEES-2009), 12-16 January 2009 at New Delhi, Vol.-4

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