Hi
I have some questions when I use Feflow to simulate.
My model is a simple ideal model.
It have four layers, 1 layer represents an impermeable layer , 2,3,4 layers represent one aquifer including three parts with different hydraulic parameters, which reduce from bottom to top.
My domain is dry at the first time, and have a influx at 5 slice from a well(set it as well boundary constrain) .
1 slice is set by free&movable, 2,3,4 are unspecified and 5 is fixed.
The results of simulation have something wrong with water table of tow slices. The highest water table of 5 slice was on the well point and reduce to round, but the 4 slice was the opposite for the lowest water table was on the well point. 3 slice was the same with 5 slice and 2 slice was the same with 4 slice.
What wrong about that, or on my model?
Thanks for help.
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