Journals
Publish with us
Publishing partnerships
About us
Blog
Advances in Civil Engineering
Journal overview
For authors
For reviewers
For editors
Table of Contents
Special Issues
Advances in Civil Engineering
/
2022
/
Article
/
Tab 5
/
Research Article
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