| 000 | 014860000a22003370004500 | ||
|---|---|---|---|
| 003 | EG-GICUC | ||
| 005 | 20250223025013.0 | ||
| 008 | 070923s2007 ua h f m 000 0 eng d | ||
| 040 |
_aEG-GICUC _beng _cEG-GICUC |
||
| 041 | 0 | _aEng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2007.Ah.H | ||
| 100 | 0 | _aAhmad Hussein Shehata | |
| 245 | 1 | 0 |
_aHydraulic losses due to outlets in perforated pipes / _cAhmad Hussein Shehata ; Supervised Mohamed Mohamed Salama , Mohamed Hassan Elgamal |
| 246 | 1 | 5 | _aالفواقد الهيدروليكية الناتجة عن المخارج بالمواسير المثقبة |
| 260 |
_aCairo : _bAhmad Hussein Shehata , _c2007 |
||
| 300 |
_a130P. : _bfacsimiles ; _c30cm |
||
| 502 | _aThesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering | ||
| 520 | _aTypical laterals and manifolds used for sprinkler or drip irrigation systems consist of pressurized pipe line with multiple outlets.The most important design criteria used in laterals and manifolds is based on the evaluation of both friction losses and local losses | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aManifoled | |
| 653 | 4 | _aPerforated pipes | |
| 653 | 4 | _aSecondary losses | |
| 700 | 0 |
_aMohamed Hassan Elgamal , _eSupervisor |
|
| 700 | 0 |
_aMohamed Mohamed Salama , _eSupervisor |
|
| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aMustafa _eRevisor |
||
| 905 |
_aSamia _eCataloger |
||
| 942 |
_2ddc _cTH |
||
| 999 |
_c3589 _d3589 |
||