Approximate solution to Pump Problem

Discharge Pipe

Diameter = 12.0 inch
H-W Roughness = 100
Length = 3000 ft
Static Lift = 10 ft

Dynamic Head


Flowrate = 10.0 cfs
Velocity = 0 ft/s

Fittings Losses K = 1.0
Minor Losses = 0 ft

Dynamic Head = 0 ft
Total Head = 0 ft

Energy


Efficiency = 65 %
Power = 0 Watt
Power = 0 Horsepower
Rate = 10.12 ¢/kWh
Link
Duration = 365 days
Cost = $ 10.12

Reference

Sanks, R. L., Pumping Station Design, 1998


Diagram

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Approximate solution to single pump problem. Input parameters are in Blue. Outputs are in dark brown.