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悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋
悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸
E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860
PPost-ost-GGraduateraduate
SStudies &tudies & RResearchesearch
Research Proposal for
Degree of Philosophy in Civil Engineering
Date Decamber 2014
Name Mohammed Ibraheem Abdul-Majeed Idress
Department Irrigation and Hydraulics Engineering Department
General Field Hydraulics
Research Scope Inundation Hazards and Flood Waves Propagation
Last degree
Master in Civil Engineering (Irrigation and Hydraulics
Engineering Engineering)
Title Risk Assessment of Grand Ethiopian Renaissance Dam Break
Aim of Research:
Dam break may cause catastrophic flooding in the downstream area, which
may result in huge loss to human life and property. This loss to life and
property would vary with extent of inundation area, the propagation of flood
waves, size of population at risk, and the amount of warning time available.
The aim of this research is to predict the dam break flood, which is very
important for the purposes of planning and decision making concerning to
dam safety, controlling downstream developments, contingency evacuation
planning and real time flood forecasting. For assessing the flood damage due
to dam break, it is necessary to predict not only the possibility and mode of
failure, but also the flood hydrograph of discharge from the dam break and
the propagation of the flood waves.
Statement of the Problem:
悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋
悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸
E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860
PPost-ost-GGraduateraduate
SStudies &tudies & RResearchesearch
The storage and hydropower generation structure located downstream Tana
Lake to upstream Aswan High Dam are the Grand Ethiopian Renaissance
Dam, GERD (under construction), the Roseires Dam, and the Sennar Dam.
The proposed study is required to identify the inundated area, flood depth,
flow velocity and travel time of the flood waves in case of the Grand
Ethiopian Renaissance Dam break in Sudan and Egypt. The results from this
study will be used to help the decision makers to prepare an emergency plan
and warning systems to rescue affected dwonstram area, and to evacuate the
population on time before risk. Moreover, this study may be helping the
GERD owner in modifying the design of dam to be more safely.
Objectives of the Study:
1- Define the impact of GERD break event on other structures along the
Blue Nile River and the main Nile River,
2- Define the extent of flooding that will occur due to GERD break,
3- Design different scenarios for the GERD break,
4- Calculate flood wave propagates time along the Blue Nile River and the
Nile River in order to define the time of reaction for emergency
measures,
5- Evaluate the risk that could result in other major damage along the Blue
Nile River and the Nile River, and
6- Suggest mitigation measures in case of emergency.
Research Methodology:
1- Reviewing the literature in the filed of Dam breaks,
2- Recent site data will be collected and analyzed,
悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋
悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸
E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860
PPost-ost-GGraduateraduate
SStudies &tudies & RResearchesearch
3- Suitable numerical models will be chosen and will be selected to be
implemented,
4- Simulating numerically the Blue Nile River and the main Nile between
the GERD and its reservoir to the Aswan High Dam, AHD. Including
main hydraulic structure,
5- Creating a Digital Elevation Model, DEM by using the available recent
data, maps and satellite images,
6-Scenarios for the GERD break will be designed, and
7- The expected impacts of the GERD break will be analyzed and presented
in such away to help the decision makers.
Expected Results:
1- GIS maps to delineate the inundated area along the Blue Nile River and
the Nile River reach with all releated details,
2- Water levels upstream the hydraulic structures that followed the dam
break in order to define the effect on the stability of these structures,
3- Tables and charts to show flood wave propagation time along the Blue
Nile and the main Nile in order to define the time of reaction, and
4- Emergency plan for decision maker which can be used if the GERD is
break.
Tentative Publications:
1- Inundation Hazard on Sudan and Egypt due to the GERD Break, and
2- Assessing the Risk due to the GERD Break.
悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋
悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸
E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860
PPost-ost-GGraduateraduate
SStudies &tudies & RResearchesearch
Main References:
1 Assefa M. Melesse "Nile River Basin Hydrology, Climate and Water
Use" springer
2 Ayman F. Batisha "Sustainability Assessment of Grand Renaissance
Dam: Regarding Landslides in Ethiopia" International Journal of
Sustainability Volume 2, Number 1, June 2013
3 Delft Hydraulics (2009) "SOBEK manual Help" Technical Reference
Manual, Delft Hydraulics, IHE, Delft, the Netherlands
4 Fahmy S. Abdel Haleem, Helal E., El-Belasy A, Samir A. S. Ibrahim,
and Sobeih M., (2011) "Assessing the Risk of the Aswan High Dam
Breaching" Engineering Research Journal, Faculty of Engineering,
Minoufiya University, Vol. No.933, January 2011
5 Mahesh Prakash , Kai Rothauge, Paul W. Cleary "Modeling the impact
of dam failure scenarios on flood inundation using SPH" Applied
Mathematical Modeling, 25 March 2014
6 Samir A. S. Ibrahim, El-Belasy A. and Fahmy S. Abdel-Haleem
"Prediction of Breach Formation Through the Aswan High Dam and
Subsequent Flooding Downstream" Nile Basin Water Science &
Engineering Journal, Vol.4, Issue 1, 2011
7 Venkatesh Merwadea, Aaron Cooka, Julie Coonrodb " GIS techniques
for creating river terrain models for hydrodynamic modeling and flood
inundation mapping" Environmental Modeling & Software, 5 May
悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋
悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸
E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860
PPost-ost-GGraduateraduate
SStudies &tudies & RResearchesearch
2008
Supervision Committee:
Name Degree Position Signature
1- Dr. Bakenaz Abdelzim Zeydan Professor Tanta University
2- Dr. Sherif Mohmmady Elsayed Associate Prof.
Hydraulics
Research Institute
3- Dr. Fahmy Salah Abdelhaleem Assistant Prof. Benha University
惠惘忰悽愀悸惡忰惓
忰惶惺惆惘悴悸惆惠惘悋悋愕悸悋惆愕悸悋惆悸)惆愕悸悋惘悋惆惘悋 )
惆愕惡惘2014 悋惠悋惘悽
忰惆悒惡惘悋惺惡惆悋悴惆悒惆惘愕 悖愕悋愀悋惡
惆愕悸悋惘悋惆惘悋 悋愕悋惺
悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋
悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸
E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860
PPost-ost-GGraduateraduate
SStudies &tudies & RResearchesearch
惆愕悸惆悸惆愕悸悋惘悋惆惘悋 悋惠悽惶惶悋惺悋
悋惆惘悋 悋惠悽惶惶悋惆
悽悋愀惘悋惷悋悋惠悒惠愆悋惘悋悴悋惠悋惷悋悸 悴悋悋惡忰惓
悋悴愕惠惘悋惆愕悸悋惆悸惆愕悸悋惘悋惆惘悋 悋惆惘悴悸悋惺悸
惠悋悽悋愀惘悋悋悴悸惺悒悋惘愕惆悋惷悸悋惓惡 悋惺悋
悋愃悋悸:悋惡忰惓
惆惘悋愕悸悽悋愀惘悋惘悒惆惆悋愕惆惠惺悖悋惠悋惆惘悋愕惘悋惴 ,悸悋惆惘惘悋惘惘惷悸悋悋悴惺
悋悋惘悋惠悋悽愕悋悧惘惡愆惘悸悋惆悸悵 .惡悧悸惴惘悋悸悸悋悋悧悋悋悸悋惆惺惆惺
悋悋惘愕惡惡悸悒悋惘悋愆悖惠悽惆惆悋愕惘愃悋忰悋惠愕悋惘惘惷悸)愕悸慍惘悋惺
惶悋惺悸愕惡惡悸 (惠悴悋惘悸悽愕悋悧惘惡惘悋忰悽愕悋悧惘悋惆悸惶惺惡忰惶惘悋愆悋惡悧悸.惠惺惆惆悸
惴惘悋悋惆悸悒惓惡悋惡悋惡惆悄悒愆悋悄愕惆悋惷悸惺悴惘惘悋悋慍惘惆惠悒悽惠悋惘愕惆
悋惷悸忰悋悸惆惘悋愕悸悋惓悋惘悋悋悴悸惺悒悋惘悋愕惆惆悋惠惘惠惡惺悋悋悧惘悽愕忰悋惠惘惷
愆悽惘悋悧愀悴惆悋愕悋惺惆悸惠悽悵悋惘悋惘惺悽愀悸愀悋惘悄惺惆忰惆惓悋惘悋惠忰悴
.悋悋惘惓
惠惺惘:悋愆悸
惠惺惡悋愕惆惆惆惘悋悋悋忰悋悸悋惡愆惘悸悵惴惘悋惠惴悋悋惠惶惘悋惠惠悽慍悋悋惠悽惆悋悋愕
惠惘悋惠悋悴悋悋忰悋悸悋惷悋惠惆惴惘悋 .悋愀悋悸悵惆悋惠惆悸悒惓惡悋惡悋惡惆悄悋悄惡
愕惆悋惷悸惺悋悴惘悋悋悧悋慍惘悋惶惆惘悋惘悧愕悋惠 .悋悵悋惆惘悋愕悸惺
悋惡忰惓惠悋悧悴悒悋惘愕惆悋惷悸惺悋愆悖惠悽悋愕惆惓)愕惆悋惘惶惘惶愕惆愕悋惘惆悋愕
 (悋惺悋悋愕悋忰悋惠悋惺惘惘惷悸悽愀惘悋愃惘愕惘惺悸惶悋悋惆悋愀惘悋愀悋惘悋惠惆悋悽
愕悋忰悸悋愃惘悵惠惘惷忰悖惺悋悋悋悽悋忰悸悋愕悸悋惆惘愕惠忰惠惘惷惠悋惘悋惓
愆悽惘悋悧愀愕悋忰悸悴惆悋愕悋惺惆悸惠悽悵悋惘悋惘惺悽愀悸愀悋惘悄惺惆忰惆惓.悵
悖惆悋:悋惆惘悋愕悸
1-惠惺惘悋惷悋悋忰悋惆惓惠悴悸悋悋惘
悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋
悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸
E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860
PPost-ost-GGraduateraduate
SStudies &tudies & RResearchesearch
2-忰愕悋惡悋惠惶惘悋惠悋悽悋惘悴悸惡忰惘悸悋愕惆忰惴悸悋悋惘
3-惺悴惺悸忰悋惠悋悋惘惆惘悋愕惠悋
4-惆惘悋愕悸愕惘惺悸悒惠悋悋悴悸慍惶悋
5-惠忰悽悋愀惘悒悋惘愆悖惠悖悽惘惺悋悴惘惠悋惓惘悋惺悒惠悋悋惷悋
6-惺悽愀悸惠悋悽悋愀惘悋悋悴悸惺.悋悋惘
悒惡惠悋惘悸悋惡忰惓悋悋惷悋悸:悋惺悸
惺惠惆悋惡忰惓惺惡悋悄悵悴惘悋惷惺悸悒悋惘愕惆悋惷悸悵惷悋忰悋惠惶惘悋惠悋悋悴悸
惺悋悋惘愕惘惺悸悋悒惠悸悋悴惠悽惆悋惡悒愕愀悽惘悋悧惴悋惠悋惺悸悋悴愃惘悋悋惡忰愕
悋愕悋忰悋惠悋惺惘惷悸愃惘悖惺悋悋悋惆惺悋愀悋悵悋惠悸悋惆)悋惘悋惠愀惘愀
愕悵 (忰惆惆悸愕惘惺悸惶悋悋悋悋惡悋惠惠惠悋悴悒愕愀悽惘悋悧惆悋悴悋愀
悋惺惘惷悸悽愀惘惺惺悽愀悸愀悋惘悄惠悖惓悋惘.悋悋惘
悴悸:悋惡忰惓
1-惡悋悄悵悴惘悋惷惺悸悋悋惘惡悒愕惠悽惆悋惡惘悋悴悋忰悋愕惡悋
2-悵悴悸悋愀悸悋忰惆惆悸惡愕惆悋惷悸悋愕惆悋惺悋惡惺惘惷悋愕惡惷忰悋惺悋悖悋悋愆悖惠
悋愀惘悋愀悋惘悋惠悋愕悋忰惆惆悸悋惆
3-惺悵悴惘悋惠惘惠悋惺悵悸愀悸悋惆惘悋愕悋惺惆悸愕悸惆惘悋愕惘惺悸愕悋悒惠
悋惷悋
4-惠惶悴惺悸忰悋惠悋悋惘惠忰悋
5-悒愕惠惠悋悴悽惘悋悧愀悴惆悋悋愀悋惺惘惷悸悽愀惘
6-惺悽愀悸愀悋惘悄惠悖惓悋惘.悋惷悋
悋惠悋悧悴悋惠惺悸:悋惡忰惓
1-悽惘悋悧愀惡悒愕惠悽惆悋惴悋惺悋惠悸悋悴愃惘悋忰惠惷悋悋悸悋惺惘惷惘悽愀惘悋愃惘惺悸愕
惶悋悋悋惺悋悋惺惆悋
悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋
悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸
E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860
PPost-ost-GGraduateraduate
SStudies &tudies & RResearchesearch
2-悖惓悋惘悋悋惘惺愆悖惠悋悽)愕惆悋惘惶惘惶愕惆愕悋惘悋愕惆悋惺悋(惡悖愕悋
3-悽愀悸愀悋惘悄愕悋惺惆悸悽悵悵 惠悋惘悋惘惠惺悋惺.悋愆悸
悋惡忰悋惓悋惠惺:愆惘悋
1- Inundation Hazard on Sudan and Egypt due to the Renascence Dam
Failure, and
2- Assessing the Risk due to the Renascence Dam Failure.
惘悋悴惺:悋惡忰惓
1 Assefa M. Melesse "Nile River Basin Hydrology, Climate and Water
Use" springer
2 Ayman F. Batisha "Sustainability Assessment of Grand Renaissance
Dam: Regarding Landslides in Ethiopia" International Journal of
Sustainability Volume 2, Number 1, June 2013
3 Delft Hydraulics (2009) "SOBEK manual Help" Technical Reference
Manual, Delft Hydraulics, IHE, Delft, the Netherlands
4 Fahmy S. Abdel Haleem, Helal E., El-Belasy A, Samir A. S. Ibrahim,
and Sobeih M., (2011) "Assessing the Risk of the Aswan High Dam
Breaching" Engineering Research Journal, Faculty of Engineering,
Minoufiya University, Vol. No.933, January 2011
5 Mahesh Prakash , Kai Rothauge, Paul W. Cleary "Modeling the impact
of dam failure scenarios on flood inundation using SPH" Applied
Mathematical Modeling, 25 March 2014
6 Samir A. S. Ibrahim, El-Belasy A. and Fahmy S. Abdel-Haleem
"Prediction of Breach Formation Through the Aswan High Dam and
Subsequent Flooding Downstream" Nile Basin Water Science &
Engineering Journal, Vol.4, Issue 1, 2011
7 Venkatesh Merwadea, Aaron Cooka, Julie Coonrodb " GIS techniques
悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋
悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸
E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860
PPost-ost-GGraduateraduate
SStudies &tudies & RResearchesearch
for creating river terrain models for hydrodynamic modeling and flood
inundation mapping" Environmental Modeling & Software, 5 May
2008
悴悸悋惘愆惘悋惺:悋惡忰惓
悋愕悋惆惘悴悸悋惺悸悋惴悸悋惠惺
1惡悋悋慍 .悖.惆惺惡惆悋惺惴慍惆悋悖愕惠悋悵悴悋惺悸愀愀悋
2愆惘 .惆忰惆悋愕惆悖愕惠悋悵愕悋惺惆
惺惆-悋惆惘悋
悋惘慍悋
惡忰惓悋悋
3惆惶忰惺惡惆悋忰惆惘愕悴悋惺悸惡悋
悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋
悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸
E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860
PPost-ost-GGraduateraduate
SStudies &tudies & RResearchesearch
for creating river terrain models for hydrodynamic modeling and flood
inundation mapping" Environmental Modeling & Software, 5 May
2008
悴悸悋惘愆惘悋惺:悋惡忰惓
悋愕悋惆惘悴悸悋惺悸悋惴悸悋惠惺
1惡悋悋慍 .悖.惆惺惡惆悋惺惴慍惆悋悖愕惠悋悵悴悋惺悸愀愀悋
2愆惘 .惆忰惆悋愕惆悖愕惠悋悵愕悋惺惆
惺惆-悋惆惘悋
悋惘慍悋
惡忰惓悋悋
3惆惶 忰惺惡惆悋忰惆惘愕悴悋惺悸惡悋

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Edris submitted proposal

  • 1. 悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋 悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸 E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860 PPost-ost-GGraduateraduate SStudies &tudies & RResearchesearch Research Proposal for Degree of Philosophy in Civil Engineering Date Decamber 2014 Name Mohammed Ibraheem Abdul-Majeed Idress Department Irrigation and Hydraulics Engineering Department General Field Hydraulics Research Scope Inundation Hazards and Flood Waves Propagation Last degree Master in Civil Engineering (Irrigation and Hydraulics Engineering Engineering) Title Risk Assessment of Grand Ethiopian Renaissance Dam Break Aim of Research: Dam break may cause catastrophic flooding in the downstream area, which may result in huge loss to human life and property. This loss to life and property would vary with extent of inundation area, the propagation of flood waves, size of population at risk, and the amount of warning time available. The aim of this research is to predict the dam break flood, which is very important for the purposes of planning and decision making concerning to dam safety, controlling downstream developments, contingency evacuation planning and real time flood forecasting. For assessing the flood damage due to dam break, it is necessary to predict not only the possibility and mode of failure, but also the flood hydrograph of discharge from the dam break and the propagation of the flood waves. Statement of the Problem:
  • 2. 悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋 悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸 E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860 PPost-ost-GGraduateraduate SStudies &tudies & RResearchesearch The storage and hydropower generation structure located downstream Tana Lake to upstream Aswan High Dam are the Grand Ethiopian Renaissance Dam, GERD (under construction), the Roseires Dam, and the Sennar Dam. The proposed study is required to identify the inundated area, flood depth, flow velocity and travel time of the flood waves in case of the Grand Ethiopian Renaissance Dam break in Sudan and Egypt. The results from this study will be used to help the decision makers to prepare an emergency plan and warning systems to rescue affected dwonstram area, and to evacuate the population on time before risk. Moreover, this study may be helping the GERD owner in modifying the design of dam to be more safely. Objectives of the Study: 1- Define the impact of GERD break event on other structures along the Blue Nile River and the main Nile River, 2- Define the extent of flooding that will occur due to GERD break, 3- Design different scenarios for the GERD break, 4- Calculate flood wave propagates time along the Blue Nile River and the Nile River in order to define the time of reaction for emergency measures, 5- Evaluate the risk that could result in other major damage along the Blue Nile River and the Nile River, and 6- Suggest mitigation measures in case of emergency. Research Methodology: 1- Reviewing the literature in the filed of Dam breaks, 2- Recent site data will be collected and analyzed,
  • 3. 悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋 悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸 E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860 PPost-ost-GGraduateraduate SStudies &tudies & RResearchesearch 3- Suitable numerical models will be chosen and will be selected to be implemented, 4- Simulating numerically the Blue Nile River and the main Nile between the GERD and its reservoir to the Aswan High Dam, AHD. Including main hydraulic structure, 5- Creating a Digital Elevation Model, DEM by using the available recent data, maps and satellite images, 6-Scenarios for the GERD break will be designed, and 7- The expected impacts of the GERD break will be analyzed and presented in such away to help the decision makers. Expected Results: 1- GIS maps to delineate the inundated area along the Blue Nile River and the Nile River reach with all releated details, 2- Water levels upstream the hydraulic structures that followed the dam break in order to define the effect on the stability of these structures, 3- Tables and charts to show flood wave propagation time along the Blue Nile and the main Nile in order to define the time of reaction, and 4- Emergency plan for decision maker which can be used if the GERD is break. Tentative Publications: 1- Inundation Hazard on Sudan and Egypt due to the GERD Break, and 2- Assessing the Risk due to the GERD Break.
  • 4. 悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋 悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸 E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860 PPost-ost-GGraduateraduate SStudies &tudies & RResearchesearch Main References: 1 Assefa M. Melesse "Nile River Basin Hydrology, Climate and Water Use" springer 2 Ayman F. Batisha "Sustainability Assessment of Grand Renaissance Dam: Regarding Landslides in Ethiopia" International Journal of Sustainability Volume 2, Number 1, June 2013 3 Delft Hydraulics (2009) "SOBEK manual Help" Technical Reference Manual, Delft Hydraulics, IHE, Delft, the Netherlands 4 Fahmy S. Abdel Haleem, Helal E., El-Belasy A, Samir A. S. Ibrahim, and Sobeih M., (2011) "Assessing the Risk of the Aswan High Dam Breaching" Engineering Research Journal, Faculty of Engineering, Minoufiya University, Vol. No.933, January 2011 5 Mahesh Prakash , Kai Rothauge, Paul W. Cleary "Modeling the impact of dam failure scenarios on flood inundation using SPH" Applied Mathematical Modeling, 25 March 2014 6 Samir A. S. Ibrahim, El-Belasy A. and Fahmy S. Abdel-Haleem "Prediction of Breach Formation Through the Aswan High Dam and Subsequent Flooding Downstream" Nile Basin Water Science & Engineering Journal, Vol.4, Issue 1, 2011 7 Venkatesh Merwadea, Aaron Cooka, Julie Coonrodb " GIS techniques for creating river terrain models for hydrodynamic modeling and flood inundation mapping" Environmental Modeling & Software, 5 May
  • 5. 悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋 悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸 E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860 PPost-ost-GGraduateraduate SStudies &tudies & RResearchesearch 2008 Supervision Committee: Name Degree Position Signature 1- Dr. Bakenaz Abdelzim Zeydan Professor Tanta University 2- Dr. Sherif Mohmmady Elsayed Associate Prof. Hydraulics Research Institute 3- Dr. Fahmy Salah Abdelhaleem Assistant Prof. Benha University 惠惘忰悽愀悸惡忰惓 忰惶惺惆惘悴悸惆惠惘悋悋愕悸悋惆愕悸悋惆悸)惆愕悸悋惘悋惆惘悋 ) 惆愕惡惘2014 悋惠悋惘悽 忰惆悒惡惘悋惺惡惆悋悴惆悒惆惘愕 悖愕悋愀悋惡 惆愕悸悋惘悋惆惘悋 悋愕悋惺
  • 6. 悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋 悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸 E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860 PPost-ost-GGraduateraduate SStudies &tudies & RResearchesearch 惆愕悸惆悸惆愕悸悋惘悋惆惘悋 悋惠悽惶惶悋惺悋 悋惆惘悋 悋惠悽惶惶悋惆 悽悋愀惘悋惷悋悋惠悒惠愆悋惘悋悴悋惠悋惷悋悸 悴悋悋惡忰惓 悋悴愕惠惘悋惆愕悸悋惆悸惆愕悸悋惘悋惆惘悋 悋惆惘悴悸悋惺悸 惠悋悽悋愀惘悋悋悴悸惺悒悋惘愕惆悋惷悸悋惓惡 悋惺悋 悋愃悋悸:悋惡忰惓 惆惘悋愕悸悽悋愀惘悋惘悒惆惆悋愕惆惠惺悖悋惠悋惆惘悋愕惘悋惴 ,悸悋惆惘惘悋惘惘惷悸悋悋悴惺 悋悋惘悋惠悋悽愕悋悧惘惡愆惘悸悋惆悸悵 .惡悧悸惴惘悋悸悸悋悋悧悋悋悸悋惆惺惆惺 悋悋惘愕惡惡悸悒悋惘悋愆悖惠悽惆惆悋愕惘愃悋忰悋惠愕悋惘惘惷悸)愕悸慍惘悋惺 惶悋惺悸愕惡惡悸 (惠悴悋惘悸悽愕悋悧惘惡惘悋忰悽愕悋悧惘悋惆悸惶惺惡忰惶惘悋愆悋惡悧悸.惠惺惆惆悸 惴惘悋悋惆悸悒惓惡悋惡悋惡惆悄悒愆悋悄愕惆悋惷悸惺悴惘惘悋悋慍惘惆惠悒悽惠悋惘愕惆 悋惷悸忰悋悸惆惘悋愕悸悋惓悋惘悋悋悴悸惺悒悋惘悋愕惆惆悋惠惘惠惡惺悋悋悧惘悽愕忰悋惠惘惷 愆悽惘悋悧愀悴惆悋愕悋惺惆悸惠悽悵悋惘悋惘惺悽愀悸愀悋惘悄惺惆忰惆惓悋惘悋惠忰悴 .悋悋惘惓 惠惺惘:悋愆悸 惠惺惡悋愕惆惆惆惘悋悋悋忰悋悸悋惡愆惘悸悵惴惘悋惠惴悋悋惠惶惘悋惠惠悽慍悋悋惠悽惆悋悋愕 惠惘悋惠悋悴悋悋忰悋悸悋惷悋惠惆惴惘悋 .悋愀悋悸悵惆悋惠惆悸悒惓惡悋惡悋惡惆悄悋悄惡 愕惆悋惷悸惺悋悴惘悋悋悧悋慍惘悋惶惆惘悋惘悧愕悋惠 .悋悵悋惆惘悋愕悸惺 悋惡忰惓惠悋悧悴悒悋惘愕惆悋惷悸惺悋愆悖惠悽悋愕惆惓)愕惆悋惘惶惘惶愕惆愕悋惘惆悋愕 (悋惺悋悋愕悋忰悋惠悋惺惘惘惷悸悽愀惘悋愃惘愕惘惺悸惶悋悋惆悋愀惘悋愀悋惘悋惠惆悋悽 愕悋忰悸悋愃惘悵惠惘惷忰悖惺悋悋悋悽悋忰悸悋愕悸悋惆惘愕惠忰惠惘惷惠悋惘悋惓 愆悽惘悋悧愀愕悋忰悸悴惆悋愕悋惺惆悸惠悽悵悋惘悋惘惺悽愀悸愀悋惘悄惺惆忰惆惓.悵 悖惆悋:悋惆惘悋愕悸 1-惠惺惘悋惷悋悋忰悋惆惓惠悴悸悋悋惘
  • 7. 悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋 悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸 E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860 PPost-ost-GGraduateraduate SStudies &tudies & RResearchesearch 2-忰愕悋惡悋惠惶惘悋惠悋悽悋惘悴悸惡忰惘悸悋愕惆忰惴悸悋悋惘 3-惺悴惺悸忰悋惠悋悋惘惆惘悋愕惠悋 4-惆惘悋愕悸愕惘惺悸悒惠悋悋悴悸慍惶悋 5-惠忰悽悋愀惘悒悋惘愆悖惠悖悽惘惺悋悴惘惠悋惓惘悋惺悒惠悋悋惷悋 6-惺悽愀悸惠悋悽悋愀惘悋悋悴悸惺.悋悋惘 悒惡惠悋惘悸悋惡忰惓悋悋惷悋悸:悋惺悸 惺惠惆悋惡忰惓惺惡悋悄悵悴惘悋惷惺悸悒悋惘愕惆悋惷悸悵惷悋忰悋惠惶惘悋惠悋悋悴悸 惺悋悋惘愕惘惺悸悋悒惠悸悋悴惠悽惆悋惡悒愕愀悽惘悋悧惴悋惠悋惺悸悋悴愃惘悋悋惡忰愕 悋愕悋忰悋惠悋惺惘惷悸愃惘悖惺悋悋悋惆惺悋愀悋悵悋惠悸悋惆)悋惘悋惠愀惘愀 愕悵 (忰惆惆悸愕惘惺悸惶悋悋悋悋惡悋惠惠惠悋悴悒愕愀悽惘悋悧惆悋悴悋愀 悋惺惘惷悸悽愀惘惺惺悽愀悸愀悋惘悄惠悖惓悋惘.悋悋惘 悴悸:悋惡忰惓 1-惡悋悄悵悴惘悋惷惺悸悋悋惘惡悒愕惠悽惆悋惡惘悋悴悋忰悋愕惡悋 2-悵悴悸悋愀悸悋忰惆惆悸惡愕惆悋惷悸悋愕惆悋惺悋惡惺惘惷悋愕惡惷忰悋惺悋悖悋悋愆悖惠 悋愀惘悋愀悋惘悋惠悋愕悋忰惆惆悸悋惆 3-惺悵悴惘悋惠惘惠悋惺悵悸愀悸悋惆惘悋愕悋惺惆悸愕悸惆惘悋愕惘惺悸愕悋悒惠 悋惷悋 4-惠惶悴惺悸忰悋惠悋悋惘惠忰悋 5-悒愕惠惠悋悴悽惘悋悧愀悴惆悋悋愀悋惺惘惷悸悽愀惘 6-惺悽愀悸愀悋惘悄惠悖惓悋惘.悋惷悋 悋惠悋悧悴悋惠惺悸:悋惡忰惓 1-悽惘悋悧愀惡悒愕惠悽惆悋惴悋惺悋惠悸悋悴愃惘悋忰惠惷悋悋悸悋惺惘惷惘悽愀惘悋愃惘惺悸愕 惶悋悋悋惺悋悋惺惆悋
  • 8. 悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋 悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸 E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860 PPost-ost-GGraduateraduate SStudies &tudies & RResearchesearch 2-悖惓悋惘悋悋惘惺愆悖惠悋悽)愕惆悋惘惶惘惶愕惆愕悋惘悋愕惆悋惺悋(惡悖愕悋 3-悽愀悸愀悋惘悄愕悋惺惆悸悽悵悵 惠悋惘悋惘惠惺悋惺.悋愆悸 悋惡忰悋惓悋惠惺:愆惘悋 1- Inundation Hazard on Sudan and Egypt due to the Renascence Dam Failure, and 2- Assessing the Risk due to the Renascence Dam Failure. 惘悋悴惺:悋惡忰惓 1 Assefa M. Melesse "Nile River Basin Hydrology, Climate and Water Use" springer 2 Ayman F. Batisha "Sustainability Assessment of Grand Renaissance Dam: Regarding Landslides in Ethiopia" International Journal of Sustainability Volume 2, Number 1, June 2013 3 Delft Hydraulics (2009) "SOBEK manual Help" Technical Reference Manual, Delft Hydraulics, IHE, Delft, the Netherlands 4 Fahmy S. Abdel Haleem, Helal E., El-Belasy A, Samir A. S. Ibrahim, and Sobeih M., (2011) "Assessing the Risk of the Aswan High Dam Breaching" Engineering Research Journal, Faculty of Engineering, Minoufiya University, Vol. No.933, January 2011 5 Mahesh Prakash , Kai Rothauge, Paul W. Cleary "Modeling the impact of dam failure scenarios on flood inundation using SPH" Applied Mathematical Modeling, 25 March 2014 6 Samir A. S. Ibrahim, El-Belasy A. and Fahmy S. Abdel-Haleem "Prediction of Breach Formation Through the Aswan High Dam and Subsequent Flooding Downstream" Nile Basin Water Science & Engineering Journal, Vol.4, Issue 1, 2011 7 Venkatesh Merwadea, Aaron Cooka, Julie Coonrodb " GIS techniques
  • 9. 悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋 悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸 E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860 PPost-ost-GGraduateraduate SStudies &tudies & RResearchesearch for creating river terrain models for hydrodynamic modeling and flood inundation mapping" Environmental Modeling & Software, 5 May 2008 悴悸悋惘愆惘悋惺:悋惡忰惓 悋愕悋惆惘悴悸悋惺悸悋惴悸悋惠惺 1惡悋悋慍 .悖.惆惺惡惆悋惺惴慍惆悋悖愕惠悋悵悴悋惺悸愀愀悋 2愆惘 .惆忰惆悋愕惆悖愕惠悋悵愕悋惺惆 惺惆-悋惆惘悋 悋惘慍悋 惡忰惓悋悋 3惆惶忰惺惡惆悋忰惆惘愕悴悋惺悸惡悋
  • 10. 悋惆惘悋愕悋惠悋惺悋悋惺悋悋惠悋惓悋 悸悋惆愕悸-悴悋惺悸悴惺 -愀愀悋悋悋惠惡愕惡惘惡悋悋惆惘悋惓悋惓-惡悒惆悋惘悸悋悸 E-mail:tanengpgr@yahoo.comTel./Fax: (+20) 40 3315860 PPost-ost-GGraduateraduate SStudies &tudies & RResearchesearch for creating river terrain models for hydrodynamic modeling and flood inundation mapping" Environmental Modeling & Software, 5 May 2008 悴悸悋惘愆惘悋惺:悋惡忰惓 悋愕悋惆惘悴悸悋惺悸悋惴悸悋惠惺 1惡悋悋慍 .悖.惆惺惡惆悋惺惴慍惆悋悖愕惠悋悵悴悋惺悸愀愀悋 2愆惘 .惆忰惆悋愕惆悖愕惠悋悵愕悋惺惆 惺惆-悋惆惘悋 悋惘慍悋 惡忰惓悋悋 3惆惶 忰惺惡惆悋忰惆惘愕悴悋惺悸惡悋