Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/4712
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dc.contributor.authorGupta, Rajesh-
dc.date.accessioned2014-10-07T11:16:42Z-
dc.date.available2014-10-07T11:16:42Z-
dc.date.issued1995-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/4712-
dc.guideVittal, Nandana-
dc.guideSharma, Nayan-
dc.description.abstractIrrigation channels are often constructed in alluvial soil for: the conveyance of water from storage and diversion structures. to the fields These channel-s, running through alluvium, carry :'sediment-laden water which may cause the problem of silting and scouring. A channel, in regime, is stable if it transports the sediment entering to 'it without objectionable deposits or ..scour.._ Over 'a period -of time, various design procedure ',for , the stable channel design have been developed by many investigators` notably Kennedy, Lacey, Inglis,. Blench, Chitale, -Engelund and '.Hansen, • Kondap etc. The sediment entering' into the channel is invariably 'graded and nonuniform. -Somehow''none Of-'the' investigators in the past considered the nonuniformity of the sediment: . Most of them adopted the median size d to represent sediment in their equations. So the problem of silting and scouring still persists....en_US
dc.language.isoenen_US
dc.subjectWATER RESOURCES DEVELOPMENT AND MANAGEMENTen_US
dc.subjectSTABLE CHANNELen_US
dc.subjectNON-UNIFORM ALLUVIAL SEDIMENTen_US
dc.subjectIRRIGATION CHANNELen_US
dc.titleDESIGN OF STABLE CHANNEL FOR. NON-UNIFORM ALLUVIAL SEDIMENTen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number246861en_US
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