Hello,
For a coastal aquifer, you put for each slice of the coastal boundary value for hydraulic head BCs?
Or just on slice near the top??
For example my model is like a square with 2 coastal boundary and 16 slices, one no flux boundary and a fluid flux BCs. In a first time, i put hydraulic head BCs = 0 only on the first three slice (from the top). Then i put hydraulic head BCs = 0 for the 16 slices.
I am trying different way for these limits but i don't find the solution yet.
Regards,
Terry