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2. Energy losses in pipe: (20 pt) (Please show work) L = 1m, D = 14 mm, E/D = 0.0035 mm, kinematic viscosity =

2. Energy losses in pipe: (20 pt) (Please show work) L = 1m, D = 14 mm, E/D = 0.0035 mm, kinematic viscosity = 1.00*E-6 m2/s Type of volume time (s) Flow rate (m^3/s) Velocity (m/s) Reynold's number Calculated Calculated friction factor head loss Re f hc pipe (L) smooth 3 30 rough 0.3 50 rough 2 25 Calculate flowrate, velocity, Re, f, and head loss hc.

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