In my current project I want to calculate the groundwater inflow into several wells inside a building excavation in accordance with a predefined hydraulic head at the wells using FEFLOW 7.1.
For example, the natural phreatic level is located at -10 m and for a construction site I have to lower the phreatic level to exact -20 m. What is the best way to do that?
Using 'multilayer wells' just makes the definition of a well capacity possible and I would have to find my solution iteratively.
Attached you will find my current model.
Thank you!