llow figure. The dimensions and minor loss coefficients are provided in the figure e pump rotates at 1600 rpm, the water inters the impeller normal to the blades and its at an angle of 45° from radial. The inlet radius is 5.5-in, at which the blade dth is 7.09-in. The outlet radius is 8.66-in, at which the blade width is 6.7-in. The lume flow rate is 23-cfm. Assuming 100 percent efficiency, calculate the net head duced by this pump in cm of water column height, the required brake horsepower W and calculate the pump capability to pump water to upper reservoir. Reservoir 22- - 22.0 ft (elevation difference) D = 1.20 in (pipe diameter) O v,0 0 50 (nine
llow figure. The dimensions and minor loss coefficients are provided in the figure e pump rotates at 1600 rpm, the water inters the impeller normal to the blades and its at an angle of 45° from radial. The inlet radius is 5.5-in, at which the blade dth is 7.09-in. The outlet radius is 8.66-in, at which the blade width is 6.7-in. The lume flow rate is 23-cfm. Assuming 100 percent efficiency, calculate the net head duced by this pump in cm of water column height, the required brake horsepower W and calculate the pump capability to pump water to upper reservoir. Reservoir 22- - 22.0 ft (elevation difference) D = 1.20 in (pipe diameter) O v,0 0 50 (nine
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Transcribed Image Text:A centrifugal pump is used to pump water between two reservoirs as shown in the
bellow figure. The dimensions and minor loss coefficients are provided in the figure.
The pump rotates at 1600 rpm, the water inters the impeller normal to the blades and
exits at an angle of 45° from radial. The inlet radius is 5.5-in, at which the blade
width is 7.09-in. The outlet radius is 8.66-in, at which the blade width is 6.7-in. The
volume flow rate is 23-cfm. Assuming 100 percent efficiency, calculate the net head
produced by this pump in cm of water column height, the required brake horsepower
in W and calculate the pump capability to pump water to upper reservoir.
Reservoir
z3-2, = 22.0 ft (elevation difference)
D = 1.20 in (pipe diameter)
KL. entrance = 0.50 (pipe entrance)
KL. valve I = 2.0 (valve 1)
KL. valve 2 = 6.8 (valve 2)
Reservoir
Valve 2
KL elbow
= 0.34 (each elbow-there are 3)
KLe
L = 124 ft (total pipe length)
e =0.0011 in (pipe roughness)
= 1.05 (pipe exit)
exit
Pump
Valve 1
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