Environmental Engineering Reference
In-Depth Information
1. How does flow to the wetland compare to flow from the wetland? If the values
are different, why are they different?
2. How do the values for flow to the wetland and flow from the wetland compare to
those you obtained with the segmented-Darcy approach? Which method do you
prefer? Which method provides more realistic results? What might be sources of
error for both methods?
3. How do the flowlines you have drawn compare with the flowlines shown in
Fig.
3.22
? What effect do the different head values have on the positioning of the
hinge lines?
References
Cedergren HR (1997) Seepage drainage and flow nets, 3rd edn. Wiley, New York
Fetter CW Jr (2001) Applied hydrogeology, 4th edn. Prentice Hall, Upper Saddle River
