Vertical 2D problem with 2nd kind of BC

Hello,

I have problems below to solve:

1)For a vertical 2D problem with a free surface, which best the model(Genuchten or linear) to model the unsaturated zone?
2) to simulate  infiltration I imposed a 2nd kind of BC condition  but I see that flows are not uniform during the simulation. why?
3) to calculate total flow entering my model, I must multiply the value given by the budjet analyzer by the depth of my aquifer?

Thank you in advance for your answers!
 

Margot

what do you want to simulate?, What important is the unsaturated zone in your model. Once I made a sensitivity analisys of parametric model and I did not obtain important differences. But my model was for saturated zone and I didn't have recharge. So I only used unsaturated model because I had two water tables.

My understanding is the budget is total in the area or slice or node where you are calculating the budget.


I hope help you

regards