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DC Field | Value | Language |
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dc.contributor.author | Patil, M. D. | - |
dc.date.accessioned | 2014-10-07T11:18:19Z | - |
dc.date.available | 2014-10-07T11:18:19Z | - |
dc.date.issued | 1993 | - |
dc.identifier | M.Tech | en_US |
dc.identifier.uri | http://hdl.handle.net/123456789/4713 | - |
dc.guide | Bhatia, P. K. | - |
dc.guide | Bhargava, D. N. | - |
dc.description.abstract | The Dams are designed for a useful life period during rich they carry out the designed functions. The designed leased- dead storage is based on assumptions of some specific rate of siltation from the catchment area depending upon a number of factors including the nature and vegetative cover in the catchment area of that project. The accurate assessment of rate of siltation of a reservoir is not always possible as the rate depends on a large number of parameters which cannot be accurately assessed. Hence during its life of the project siltation rate may be far greater than the design assumptions. This many times -leads to reduction in usable reason capacity. In some cases the demand for power, Irrigation,. industrial use or water supply for drinking in-creases due to several compelling reasons which may result in early oL~A6e4i C» of reservoir..... | en_US |
dc.language.iso | en | en_US |
dc.subject | WATER RESOURCES DEVELOPMENT AND MANAGEMENT | en_US |
dc.subject | EARTHEN DAM | en_US |
dc.subject | DAMS | en_US |
dc.subject | WATER SUPPLY | en_US |
dc.title | DESIGN , AND CONSTRUCTION ASPECTS FOR RAISING. OF -EXISTING .. EARTHEN DAM OF MODERATE HEIGHT (MEDIUM PROJECTS | en_US |
dc.type | M.Tech Dessertation | en_US |
dc.accession.number | 246465 | en_US |
Appears in Collections: | MASTERS' THESES (WRDM) |
Files in This Item:
File | Description | Size | Format | |
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WRDM246865.pdf | 2.75 MB | Adobe PDF | View/Open |
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