ChristopherFehr
Mining
- Mar 16, 2005
- 13
As part of our process I will have to reduce the level in a small lake that forms on top of our waste rock containment by about 1 meter. The average inflow is 900 US GPM and the water will only have to be piped a short distance overt he final spill way. How would I get the flow started? I assume I will have to run the discharge to a lower elevastion than the suction, just enough to cover the head loss in the pipe?
Some one over on the mechanical forum suggested the civil forum might be better for this one.
Some one over on the mechanical forum suggested the civil forum might be better for this one.