Hi everyone
I'm using Feflow 5.3x for modeling seepage in a dam site!
I have some important faults in study area and i cant model them properly.
first I've tried using "vertical discrete elements" in all slices using both Darcy and Hagen Poiseuille laws. and with different permeability an apertures.
then I've tried using a high permeability (10&100&1000 X "bed rock permeability") medium along the fault trace in all slices.
[b]BUT[/b] the Head isolines around the fault show no change and just in first case flux in same sections considerably increases....!!
please help me...!
