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I'm working on a run-off problem and need some help with the approach. The problem is as follows: What is the peak discharge for a 500 acre rural property given a storm duration of 4 hours. No other information is provided in the problem. What methodology is the most appropriate to tackle...

I need some help solving a problem and appreciate any insight. Here goes,,,The problem has a reservoir with 20ft WSEL and has a 1ft dia. pipe exiting the bottom of the reservoir and the pipe drops 30ft over an unknown distance. Given: S=0.01, C=120, kinematic viscosity=1.217x10^-5, f=0.02...