Dear users and Feflow
How is the flow in unsat zone being treated using option phreatic and BASD/Free and Movable ? Is the recharge applied to the free surface in BASD mode and how is it being calculated in the phreatic mode ? Are the hydraulic heads/pressures above the free surface/water table used in calculation,or, do they have any meaning ? I used to use other software that scale the conductivity in the unsat zone by multiplication with a fraction and somewhat I still have option to apply the recharge to the first wet nodes(it means to forget the 'has been scaled unsat zone of conductivity').
thank you
nanda rinaldi