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| 003 | EG-GiCUC | ||
| 005 | 20250223030731.0 | ||
| 008 | 130101s2012 ua dhb f m 000 0 eng d | ||
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_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2012.Am.D | ||
| 100 | 0 | _aAmira Mohamed Fawzy Helwa | |
| 245 | 1 | 0 |
_aDam break analysis the old Aswan Dam / _cAmira Mohamed Fawzy Helwa ; Supervised Reda Mohammed Ali Eldamak , Ashraf Hassan Mahieb Ghanem , Mohammed Hassan Elgamal |
| 246 | 1 | 5 | _aتحليل تبعات إنهيار سد أسوان القديم |
| 260 |
_aCairo : _bAmira Mohamed Fawzy Helwa , _c2012 |
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| 300 |
_a186 P. : _bcharts , facsimiles , maps ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aNile is the main source of life in Egypt . Inline and lateral structures like dams weirs and barrages are built along the Nile make use of every single drop of water . This paper studies the consequences of failure of the Old Aswan Dam . Anumerical model was used in the simulation . The geometry file was created using Arc - GIS and HEC Geo - RAS .Different scenarios were assumed for the parameters initial reservoir water level and initial flow in the Nile | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aDam break | |
| 653 | 4 | _aOld Aswan Dam | |
| 653 | 4 | _aRouting | |
| 700 | 0 |
_aAshraf Hassan Mahieb Ghanem , _eSupervisor |
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| 700 | 0 |
_aMohammed Hassan Elgamal , _eSupervisor |
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| 700 | 0 |
_aReda Mohammed Ali Eldamak , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
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_aNazla _eRevisor |
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_aSoheir _eCataloger |
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_2ddc _cTH |
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_c40831 _d40831 |
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