Groundwater

Hi everybody,

I would be very grateful for some explanations. I can not figure out how to input hydraulic head (as an initial conditions) or how to prepare data for hydraulic head input [u]when screens of the piezometers are located in more than two layers[/u]. I have steady model with 5 layers. Hopefully the question is not too basic for you, I'm quite new in FEFLOW.

Thank you!