I need to simulate a sub-horizontal tunel excavation to evaluate the impact in groundwater system. I used head boundary condition and restricion with max flux =0. It works for steady contidion or to see the impact after the tunel excavation but to see the impact during the excavation, it doesn't work. I used Time-varing power funcion to asign different head in different time, but the deepest nodes which should start to drain after one year, the boundary condition starts to drain at the begining of the simulation. also I made a function for restricion but it is the same, it start at the begining. How i can set this excavation. I'am using version 5.0.
thanks
Claudia
PD. please sorry my Espanglish writing.