Coupled Hydrologic-Mechanical-Damage Analysis and Its Application to Diversion Tunnels of Hydropower Station

Figure 7

Iterative curves of different variation factors and crossover factors. (a) CR = 0.9 and F = 0.5∼0.8. (b) F = 0.9 and CR = 0.5∼0.8.

(a)

(b)