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003 | EG-GiCUC | ||
005 | 20250223031044.0 | ||
008 | 140921s2014 ua dhb 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.2014.Ah.M | ||
100 | 0 | _aAhmed Safaa Abdo Foda | |
245 | 1 | 0 |
_aMorphological changes in the Nile River due to excessive flood release at Bani Sweif / _cAhmed Safaa Abdo Foda ; Supervised Sameh Abdelgawad , Yasser Raslan , Ahmed M. A. Sattar |
246 | 1 | 5 | _aالتغيرات المورفولوجية فى نهر النيل نتيجة زيادة التصرفات عند بنى سويف |
260 |
_aCairo : _bAhmed Safaa Abdo Foda , _c2014 |
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300 |
_a97 P. : _bcharts , facsimiles , maps ; _c30cm |
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502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
520 | _aWhile construction of the High Aswan Dam (AHD) has stopped concurrent flooding events, Nile River is still subject to low intensity flood waves resulting from controlled release of water from dam reservoir. A 2-D hydro-morphological numerical model using the computer package CCHE has been set up to simulate flow and sediment transport processes for probable maximum flood releases in the 16 km long Nile River stretch from 104 Km to 88 Km downstream Assuit Barrage. The model predicts processes of sediment deposition and erosion, changes in water level, change in navigation conditions | ||
530 | _aIssued also as CD | ||
653 | 4 | _aBed Change | |
653 | 4 | _aNile River | |
653 | 4 | _aSediment transport | |
700 | 0 |
_aAhmed Mohamed Abdelsattar , _eSupervisor |
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700 | 0 |
_aSameh Mohamed Abdelgawad , _eSupervisor |
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700 | 0 |
_aYasser Mohamed Raslan , _eSupervisor |
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856 | _uhttp://172.23.153.220/th.pdf | ||
905 |
_aNazla _eRevisor |
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905 |
_aSoheir _eCataloger |
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942 |
_2ddc _cTH |
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999 |
_c47476 _d47476 |