Flow boundaries - Flux (2nd kind) - HELP

Hello all,

I'm a new Feflow user and I have a very basic question concerning the Flux: do I have to enter the value of the Darcy's velocity (q=Q/A) or the real linear flow that takes into account the effective porosity (q/ne)?

In advance thank you :-)

You always input Darcy's flow, not groundwater velocity.

Many thanks for your answer Giovanni!

Have a good day,
Sabrina