Seite - 1204 - in Book of Full Papers - Symposium Hydro Engineering

Γ4 Γ4 Foundation Γ4 Fig. (1) Problem statement and boundary conditions accuracy. Fig. (2) F.S of downstream slope for steady state case Fig. (3) F.S of downstream slope for End of construction case Figure (4) F.S of upstream slope for Rapid drawdown case dist 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 0 5 10 15 20 25 30 35 1.908 1.911 1.618 H1 Γ1 Γ3 Γ2 Ω Reservoir Dam 1204