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Morphological changes in the Nile River due to excessive flood release at Bani Sweif / Ahmed Safaa Abdo Foda ; Supervised Sameh Abdelgawad , Yasser Raslan , Ahmed M. A. Sattar

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Ahmed Safaa Abdo Foda , 2014Description: 97 P. : charts , facsimiles , maps ; 30cmOther title:
  • التغيرات المورفولوجية فى نهر النيل نتيجة زيادة التصرفات عند بنى سويف [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: While 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
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Item type Current library Home library Call number Copy number Status Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2014.Ah.M (Browse shelf(Opens below)) Not for loan 01010110063410000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2014.Ah.M (Browse shelf(Opens below)) 63410.CD Not for loan 01020110063410000

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

While 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

Issued also as CD

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