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DC Field | Value | Language |
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dc.contributor.author | Gupta, Rajesh | - |
dc.date.accessioned | 2014-10-07T11:16:42Z | - |
dc.date.available | 2014-10-07T11:16:42Z | - |
dc.date.issued | 1995 | - |
dc.identifier | M.Tech | en_US |
dc.identifier.uri | http://hdl.handle.net/123456789/4712 | - |
dc.guide | Vittal, Nandana | - |
dc.guide | Sharma, Nayan | - |
dc.description.abstract | Irrigation 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.iso | en | en_US |
dc.subject | WATER RESOURCES DEVELOPMENT AND MANAGEMENT | en_US |
dc.subject | STABLE CHANNEL | en_US |
dc.subject | NON-UNIFORM ALLUVIAL SEDIMENT | en_US |
dc.subject | IRRIGATION CHANNEL | en_US |
dc.title | DESIGN OF STABLE CHANNEL FOR. NON-UNIFORM ALLUVIAL SEDIMENT | en_US |
dc.type | M.Tech Dessertation | en_US |
dc.accession.number | 246861 | en_US |
Appears in Collections: | MASTERS' THESES (WRDM) |
Files in This Item:
File | Description | Size | Format | |
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WRDM246861.pdf | 8.55 MB | Adobe PDF | View/Open |
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