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| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Gill, Shinder | - |
| dc.date.accessioned | 2014-10-06T10:22:38Z | - |
| dc.date.available | 2014-10-06T10:22:38Z | - |
| dc.date.issued | 1968 | - |
| dc.identifier | M.Tech | en_US |
| dc.identifier.uri | http://hdl.handle.net/123456789/4449 | - |
| dc.guide | Toshniwal, C. L. | - |
| dc.description.abstract | A number of st rein* r d. s ign c a r". u Bo d In tubewsZ3 o. Those Q ro cooly they clog soon In the abasflcs of Proper do-v ],ogeen't of well and do not last longer in 40homlaall r active Wftt*s~5. A different kind of strainer h*s been proposed bore. It to a strainer aum f jltsr to be scads in R.. C. C. It to conceved to have advant • Over the c ouvont lono.i et raine aye. Ps rforence of 600 sector models Of fl.C.C* at.rainor and conven*. tiona.l strainer was oompa d with unconfined aquif o r of fine *ad. 11. C. C. Est w►iner she owwd lesser head toss. $4.110 of cour`onttonal in 3*4 hours of rosy. Used loss in R.C.C. strainer increased by O.1d% of initial as aompred to 15.53 % to conventional in 5d4 hours. Discharge in R.C.C. strainer erg reduced to D2.+ice of initial Oka oonpa d to$O in convouttonal in 384 hourss or Uf | en_US |
| dc.language.iso | en | en_US |
| dc.subject | CIVIL ENGINEERING | en_US |
| dc.subject | HYDRAULIC STUDY | en_US |
| dc.subject | R.C.C. STRAINER | en_US |
| dc.subject | TUBE WELL | en_US |
| dc.title | HYDRAULIC STUDY OF R.C.C. STRAINER FOR TUBE WELL | en_US |
| dc.type | M.Tech Dessertation | en_US |
| dc.accession.number | 105093 | en_US |
| Appears in Collections: | MASTERS' THESES (Civil Engg) | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| CED 105093.pdf | 1.86 MB | Adobe PDF | View/Open |
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