Question 1: For the setup shown in the figure: H = 20 m f = 0.0012 f = 0.0012 D = 80 mm D = 250 mm L = 50 m L = 50 m f = 0.001 D₁ = 150 mm L=100 m A. Calculate Q in the 150 mm-diameter pipe H₂ = 10 m Pump Q f = 0.0012 mm L = 50 m D=80 Q₁ = 0.2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Question 1:
For the setup shown in the figure:
H = 20 m
f = 0.0012
f = 0.0012
D = 250 mm
D = 80 mm
L = 50 m
L = 50 m
f = 0.001
D₁ = 150 mm
L = 100 m
A. Calculate Q in the 150 mm-diameter pipe
B. If the NPSHR of the pump is 3 m. Is it feasible to use the pump?
You can use:
Patm-101 kN/m², and Pvapor = 3.17 kN/m²
H₂ = 10 m
Pump
Q
f = 0.0012
D=80 mm
L = 50 m
Q₁ = 0.2
Transcribed Image Text:Question 1: For the setup shown in the figure: H = 20 m f = 0.0012 f = 0.0012 D = 250 mm D = 80 mm L = 50 m L = 50 m f = 0.001 D₁ = 150 mm L = 100 m A. Calculate Q in the 150 mm-diameter pipe B. If the NPSHR of the pump is 3 m. Is it feasible to use the pump? You can use: Patm-101 kN/m², and Pvapor = 3.17 kN/m² H₂ = 10 m Pump Q f = 0.0012 D=80 mm L = 50 m Q₁ = 0.2
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