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Advances in Civil Engineering
/
2022
/
Article
/
Tab 4
/
Research Article
Reduction of Seepage Risks by Investigation into Different Lengths and Positions for Cutoff Wall and Horizontal Drainage (Case Study: Sattarkhan Dam)
Table 4
The values of the parameters in the initial state.
Parameter
Value
Total seepage from Section
1
(m
3
/
s
/m
2
)
0.019899
Total seepage from Section
2
(m
3
/
s
/m
2
)
0.017735
Average uplift pressure (MPa)
502.35
Exit gradient
0.96888