Water at 40 degree F is pumped from a reservoir to a farm 50
Solution
For water at 40 F, we have density rho = 1000 kg/m3 and dynamic viscosity meu = 1.519*10-3 Pa-s
Length of pipe L = 5000 ft = 1524 m
Elevation change z1 - z2 = 4000 ft = 1219.2 m
Dia of pipe = 6\" = 0.1524 m
For cast iron schedule 80 pipe, roughness e = 0.0102\" = 0.00026 m
Relative roughness e/D = 0.00026 / 0.1524 = 0.0017
Velocity V = 10 ft/s = 3.048 m/s
Reynolds number Re = rho*V*D / meu
= 1000*3.048*0.1524 / (1.519*10-3)
= 3.05*105
From Moody diagram for Re = 3.05*105 and e/d = 0.0017, we get friction factor f = 0.023
1)
Head loss h = fL/D * V2 / (2g)
= 0.023*1524 / 0.1524 * 3.0482 / (2*9.81)
= 108.9 m
Required pump head = Elevation change + head loss
= 1219.2 + 108.9
= 1328.1 m
Flow rate Q = A*V = 3.14 / 4 * 0.15242 * 3.048 = 0.0555 m3/s
Pump power = rho*g*Q*H
= 1000*9.81*0.0555*1328.1
= 724026 W
= 724 kW
Power required = 724 / 0.8 = 905 kW
Cost = 5*905 = 4525 cents = $45.25
2)
If there are additional fittings, the head loss will increase further and this will lead to higher power requirement and hence higher cost.

