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    http://localhost:8081/jspui/handle/123456789/4712| Title: | DESIGN OF STABLE CHANNEL FOR. NON-UNIFORM ALLUVIAL SEDIMENT | 
| Authors: | Gupta, Rajesh | 
| Keywords: | WATER RESOURCES DEVELOPMENT AND MANAGEMENT;STABLE CHANNEL;NON-UNIFORM ALLUVIAL SEDIMENT;IRRIGATION CHANNEL | 
| Issue Date: | 1995 | 
| 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.... | 
| URI: | http://hdl.handle.net/123456789/4712 | 
| Other Identifiers: | M.Tech | 
| Research Supervisor/ Guide: | Vittal, Nandana Sharma, Nayan | 
| metadata.dc.type: | M.Tech Dessertation | 
| Appears in Collections: | MASTERS' THESES  (WRDM) | 
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| WRDM246861.pdf | 8.55 MB | Adobe PDF | View/Open | 
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