Page - 1206 - in Book of Full Papers - Symposium Hydro Engineering

Figure (9) Pore water pressure through the dam body Figure (10) F.S for downstream slope by Janbu's method for case of steady state Figure (11) F.S for upstream slope by Ordinary method for case of steady state. Figure (12) F.S for downstream slope by Ordinary method for case of Rapid drawdown. Figure (13) F.S for upstream slope by Bishop's method for case of Rapid drawdown. Mandali dam (case study) 0 2 4 6 8 10 12 14 16 18 20 22 Distance 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 1.962 dist 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 2.343 dist 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 2.008 ordinary method dist 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 2.061 bishop method dist 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 1206