I am assigned to design a small dam: 10 mts high and about 70 mts long.
Other than slope stability analysis, I understand I need to run a seepage analysis.
I have been wondering when seepage values are too small or too high for this small dam?
Are there any boundaries?
Other than slope stability analysis, I understand I need to run a seepage analysis.
I have been wondering when seepage values are too small or too high for this small dam?
Are there any boundaries?