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H = 20 m Calouk f = 0.0012 D = 250 mm L = 50 m f = 0.0012 D = 80 mm L = 50m f = 0.001 D₁ = 150 mm L 100 m = Ht = 10 m Pump Q f = 0.0012 D-80 mm L = 50 m Q₁ = 0.2

H = 20 m Calouk f = 0.0012 D = 250 mm L = 50 m f = 0.0012 D = 80 mm L = 50m f = 0.001 D₁ = 150 mm L 100 m = Ht = 10 m Pump Q f = 0.0012 D-80 mm L = 50 m Q₁ = 0.2

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For the setup shown in the figure :
the setup shown in the figure: H = 20 m A. Calculate Q f=0.0012 D=250 mm L = 50 m f = 0.0012 D = 80 mm L = 50 m f = 0.001 D₁ = 150 mm L = 100 m H₁ = 10 m Pump Q f = 0.0012 D-80 mm L = 50 m 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 Q₁ = 0.2
Transcribed Image Text:the setup shown in the figure: H = 20 m A. Calculate Q f=0.0012 D=250 mm L = 50 m f = 0.0012 D = 80 mm L = 50 m f = 0.001 D₁ = 150 mm L = 100 m H₁ = 10 m Pump Q f = 0.0012 D-80 mm L = 50 m 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 Q₁ = 0.2
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