Compelo Energy is using cookies

We use them to give you the best experience. If you continue using our website, we'll assume that you are happy to receive all cookies on this website.

ContinueLearn More
Close
Dismiss

Table 2: Design criteria

Item Description Value
Maximum reservoir level Summer PMF with stop logs El. 217.36m
Normal reservoir level Summer with stop logs El. 214.74m
Slope stability analysis: safety factory against slope failure Static 1.5
Rapid draw down 1.3
Post earthquake liquefied ground 1.1
Cyclic pore pressure safety factor against liquefaction i) >=1.4 i) Use full effective stress strength and static water table
ii) 1.4 to 1.1 ii) Interpolate between i) and iii)
iii) <=1.1 iii) Residual strength (Seed and Harder 1990)
Deformation Minimum post MCE dam crest El. 217.36m
Horizontal deformation <=1m or 10% of layer thickness