Obtain the water table and water pressure.
Obtain the saturation line for 2D problems.
Export the obtained pore water pressure to slope stability problems. The finite element mesh used in the two analyses can be different.
Calculate filtered flows through boundaries.
Two types of problems that can be solved with seepage analysis:
- Confined Flow problem.
- Free Surface problem
It is possible to consider two different situations for the analysis:
- With drains.
- Without drains.
Seepage boundary conditions available for areas (New).
