Problem 3 (Hazen Williams Nomograph and Pump HP-25 Points): A pump station, loca
ID: 1885279 • Letter: P
Question
Problem 3 (Hazen Williams Nomograph and Pump HP-25 Points): A pump station, located at Point D, pumps water from Tank A to Tank B. The pumps operate in parallel, and both pumps are operating. Given a flow of 1800 gpm, Tank A to Tank B, determine the horse power of each pump, if the efficiency of each pump at this operating point is 60%, and determine the absolute pressure in the intake to each pump. Ambient air pressure is 14 psi. Use the attached Hazen Williams Nomograph; do not use Hazen Williams EquationExplanation / Answer
1. Assuming that the combined discharge efficiency = 0.6
Hence, design discharge for each individual pump = 1800/0.6 * (1/2) = 1500 Gpm
From point A to D,
Head loss in ft. from Hazen williams Nomogram for Design discharge of 1500 GPm = 11.44 ft
Head loss in ft = 0.002083 * (100/C)^ 1.85 * (gpm^1.85)/(d^4.8655) = 11.44 ft.
Net head available at the point D = 150 - 11.44 = 138.56 ft.
and Head lost in delivering to tank B = 11.44 ft as the Discharge and Length if pipe from point D to tank B are same.
Gross Head for working of the each individual pump = 200 + (11.44) + (11.44) = 222.88 ft.
Thus, power required for each pump,
P = density of water * acceleration due to gravity * Discharge * (Head + Head Loss) = Q*H*(Specific gravity) /( 3960)
Q = Discharge in Gpm , H = Head to be lifted + Head Loss in ft
and Power is in HP
thus P = 84. 24 HP
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