Steady state phreatic surface with FLAC (unconfined flow)
Steady state phreatic surface with FLAC (unconfined flow)
(OP)
Hello,
Does any one know what groundwater BC should be applied on the downstream edge of an earth dam (water existing on the upstream but no water on the downstream side) where phreatic surface exit location can be computed via FLAC correctly.
thank u
Does any one know what groundwater BC should be applied on the downstream edge of an earth dam (water existing on the upstream but no water on the downstream side) where phreatic surface exit location can be computed via FLAC correctly.
thank u




