Reduction of Seepage Risks by Investigation into Different Lengths and Positions for Cutoff Wall and Horizontal Drainage (Case Study: Sattarkhan Dam)

Table 5

The values of the parameters in point no 1.

Parameter	Value
Total seepage from Section 1 (m^3/s/m^2)	0.019689
Total seepage from Section 2 (m^3/s/m^2)	0.017499
Average uplift pressure (MPa)	560.13
Exit gradient	0.96423