If the piping between the inlet to your home at 60psig and a
Solution
Assume flowrate Q = 8 gal/min = 0.01782 ft3/s
Dia of pipe d = 1/4\" = 0.020833 ft
Cross-section area A = pi/4 * d2 = 3.14 / 4 * 0.0208332 = 3.41 *10-4 ft2
Velocity V = Q / A
= 0.01782 / 3.41 *10-4
= 52.27 ft/s
Reynolds number Re = V*d / neu
= 52.27 * 0.020833 / (1.08*10-5)
= 100,000
From Moody diagram for Re = 100,000 and e/d = 0.001, we get frcition factor f = 0.0225
Loss coeff for pipe = fL/D = 0.0225*30 / 0.020833 = 32.4
For 90 deg elbows, loss coefficient K = 0.3
For fully open 90 deg angled valve, loss coeff K = 2
For exit from, sink, K = 1
Total K = 5*0.3 + 2 + 1 = 4.5
Sum of pipe loss + minor fittings = 32.4 + 4.5 = 36.9
We have Pressure drop = Loss*rho * V2 / 2g
= 36.9 * 62.4 * 52.272 / (2*32.2)
= 97685.5 lb/ft2
= 97685.5 / 122 psig
= 678.4 psig
This is higher than the given value of 60 psig. Hence, we need to re-iterate by assuming a new value (probably lower) of Q.

