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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 | |
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WRDM246861.pdf | 8.55 MB | Adobe PDF | View/Open |
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