Hi Lucien,
If you are solving the groundwater flow equation with the option "Free" surface,
then FEFLOW assumes that the elevation of Slice 1 coincides with the phreatic
surface (Pressure = 0 kPa). Therefore, the model elevation will change
accordingly during the simulation. You can solve the groundwater flow equation
by using the "Phreatic" option or the Problem Class Richards. We have dedicated
free training course about all these options. You can register with the link
below:
https://www.theacademybydhi.com/course-sessions/feflow---behind-the-flow-11600061-142
Best regards
Carlos Rivera