Mathematical Problems in Engineering

Research Article

Reliability Analysis for Bypass Seepage Stability of Complex Reinforced Earth-Rockfill Dam with High-Order Practical Stochastic Response Surface Method

Table 8

Statistical parameters of random variables.
VariableThe upper water level/mHC/(cm/s)
Cut-off wallFilled soilRockfillAlluvial depositsCurtain
Mean309.581 × 10−72 × 10−42 × 10−25 × 10−45 × 10−6
Cov0.060.060.120.160.130.09