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case is the most critical case compared to other operating cases. It can be concluded that Mandali dam is safe against seepage failure and slope failure under the different cases of operation. As a conclusion, developing of software for earth dam safety is essential. REFERENCES [1] M. Elshemy, R.I. Nasr, M.M. Bahloul and I.M. Rashwan, The effect of blockages through earth dams on the Seepage characteristics, Faculty of engineering, Tanta University, Egypt, (2002). [2] M. A. M. Ismail, S. Min Ng and K. Gey, Stability Analysis of Kelau Earth-Fill Dam Design under Main Critical Conditions, Malaysia, the Electronic Journal of Geotechnical Engineering (EJGE), (2012). [3] Zeidan, B.A., A Numerical (FEM) Study of the Effect of Anisotropy on Phreatic Seepage Flows, PhD Thesis, Civil Engineering Department, Indian Institute of Technology IIT, Powai, Bombay, India, (1993). [4] M. E. Harr, Groundwater and Seepage, McGraw-Hill, New York, (1962). [5] Lambe, T. W., and Whitman, R. V., Soil Mechanics, John Wiley and Sons, Inc., SI Version, New York, U. S. A, (1979). [6] Zienkiewicz, O.C. and Taylor, R.L., the Finite Element Method; Volumes I, II”, 5th Edition, First Published In (I967) By McGraw-Hill. [7] National Water and Climate Center, Watershed Science Institute, EM 1110-2-1901, Sep., (1986). www.wcc.nrcs.usda.gov/watershed/piedmont/a-a.pdf/ [8] Kratochvil, J., Numerical modeling of Non stationary Free Surface Flow in Embankment Dams, Brno University of Technology CZ, (2004). [9] A. Kamanbedast and A. Delvari, Analysis of Earth Dam: Seepage and Stability Using Ansys and Geo-Studio Software, Iran, World Applied Sciences Journal 17 (9): 1087- 1094, (2012). [10] S.M. Zomorodian and S.M. Abodollahzadeh, Effect of Horizontal Drains on Upstream Slope Stability During Rapid Drawdown Condition, Shiraz University, Iran, International Journal of Geology, Issue 4, Volume 4, (2010). [11] S.P. Tatewar and Laxman N. Pawade, Stability Analysis of Earth Dam by Geostudio Software, India, International Journal of Civil Engineering and Technology (IJCIET), Volume 3, Issue 2, July- December (2012). [12] H. Hasani, J. Mamizadeh and H. Karimi, Stability of Slope and Seepage Analysis in Earth Fills Dams Using Numerical Models (Case Study: Ilam Dam), Iran, World Applied Sciences Journal 21 (9): 1398- 1402, (2013). [13] FERC, (1991), Chapter IV, Embankment Dams, Federal Energy Regulatory Commission available at: http://www.ferc.gov/industries/hydropower/safety/guidelines/eng-guide/chap4.PDF [14] Ismael, KHz. S., Seepage and Stability Evaluation of Duhok Dam, M. Sc. Thesis, College of Engineering, University of Duhok, Iraq, (2006). [15] USBR, United State Department of interior Bureau of Reclamation, Design Standard DS-13(4), Embankment Dams, Static Stability Analysis, Chapter (4), October (2011). [16] NRCS, Technical Release No. 60, Earth Dams and Reservoirs, Natural Resources Conservation Service, (2005); available at www.info.usda.gov/CED/ftp/CED/TR_210_60_Second_Edition.pdf [17] ULDC, Urban Levee Design Criteria, Engineering criteria and guidance for the design, California Department of Water Resources, May (2012). [18] USACE, Slope Stability, Engineering Manual 1110-2-1902, Department of the Army, Corps of Engineers, Washington DC, United States of America, (2003); available at www.usace.army.mil/inet/usacoe-docs/eng-manuals/em1110-2-1902/entire.pdf [19] BDS, the British Dam Society at the Institution of Civil engineers, Great George Street, London, SW1P 3AA, (1994). http://britishdams.org/conferences [20] GEO-SLOPE INTERNATIONAL. Ltd, Calgary, Alberta, Canada. T2p 2Y5, (2004). http:// www. Geo-Slope. com [21] MINISTRY OF SCIENCE AND TECHNOLOGY, Design of Hydraulic Structures, Earth Dams Design, Chapter (5). www.most.gov.mm/techuni/media/CE 05016 ch5.pdf [22] Directorate General of Dams and Reservoirs, Mandali Dam Project- Geological Report, Ministry of water Resources, (2004). [23] Taylor & Francis / Balkema, Look, B. G. Handbook of Geotechnical Investigation and Design Tables, London, UK, pp. 91, (2007). 1203