Does anyone have a study of velocities in extreme slope channels (20 to 45% slope). The county I am working in allows engineers to use overland flow equations for up to 6000 feet because the shallow concentrated flow and channel flow equations give ridiculous results.( > 20 ft/sec). I have...
I want to set my PRV to maintain 75 psi in the lower closed area with no reservoir. Upstream the pressure can be 120 to 135 psi.
How would I word the Control?
