For an ambitious analytical method of doing this, you could probably refer to this manual.
http://www.concrete-pipe.org/manual/CHAPTERS/CH%201.pdf
maybe too much effort for simple task though
-hartz
Thanks guys. No one in my office offered any clear description. I only ask cost difference because, although my title is assistant engineer, I'm putting together cost curves and analysis.
How about alluvial wells? Any other nomenclature commonly used for them. Static well??
I've just started working with a construction company (in the office) and was wondering if there is any great differences between lift stations and pump stations. Is it just applications? Are there any significant cost differences for similar setups?
Thanks,
hartz