| 000 | 01714nam a2200361 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223025938.0 | ||
| 008 | 091017s2009 ua h f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2009.Ho.H | ||
| 100 | 0 | _aHossam Mahmoud Elsayed | |
| 245 | 1 | 0 |
_aHydraulic conveyance and performance of circular perforated collectors / _cHossam Mahmoud Elsayed ; Supervised Ahmed Wagdy Abdeldayem , Morsy Anwar Morsy , Mohamed Hassan Elgamal |
| 246 | 1 | 5 | _aالاداء الهيدروليكى والناقلية للمجمعات المستديرة المثقبة |
| 260 |
_aCairo : _bHossam Mahmoud Elsayed , _c2009 |
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| 300 |
_a93P. : _bfacsimiles ; _c30cm |
||
| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aField subsurface laterals (referred to in the title as collectors) are usually designed based on the ratio of area of perforations to total surface area and Empirical formulae to determine the distance between laterals. Several controlling factors are usually ignored including : pipe length , ratio of area of perforations to cross sectional area, hole diameter, optimal perforation ratio | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aHole Diameter | |
| 653 | 4 | _aLaterals | |
| 653 | 4 | _aSubsurface drain | |
| 700 | 0 |
_aAhmed Wagdy Abdeldayem , _eSupervisor |
|
| 700 | 0 |
_aMohamed Hassan Elgamal , _eSupervisor |
|
| 700 | 0 |
_aMorsy Anwar Morsy , _eSupervisor |
|
| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 902 | _a1 | ||
| 905 |
_aFatma _eCataloger |
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| 905 |
_aNazla _eRevisor |
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| 942 |
_2ddc _cTH |
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| 999 |
_c24102 _d24102 |
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