Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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12. The weir is a Cipolletti with L = 4.3 m.
A. 9.67% B. 13.28% C. 10.24% D. 15.32%
Situation 5:
As shown in the figure, water flows through the horizontal
branching pipe at a rate 280 L/s. Viscous effects are negligible.
13. Determine the water speed at section 2.
A. 7.54 m/s
D. 9.36 m/s
B. 8.12 m/s
C. 8.82 m/s
14. Determine the pressure at section 3.
A. 50.24 kPa B. 55.92 kPa C. 45.68 kPa D. 47.52 kPa
15. Determine the flow rate at section 4.
A. 109.7 L/s
B. 98.3 L/s
C. 132.1 L/s D. 85.2 LS
A= 0.007 m2
p= 35 kPa
A= 0.02 m2
v = 6 m/s
A= 0.1 m2
Q = 280 L/s
p= 70 kPa
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Transcribed Image Text:12. The weir is a Cipolletti with L = 4.3 m. A. 9.67% B. 13.28% C. 10.24% D. 15.32% Situation 5: As shown in the figure, water flows through the horizontal branching pipe at a rate 280 L/s. Viscous effects are negligible. 13. Determine the water speed at section 2. A. 7.54 m/s D. 9.36 m/s B. 8.12 m/s C. 8.82 m/s 14. Determine the pressure at section 3. A. 50.24 kPa B. 55.92 kPa C. 45.68 kPa D. 47.52 kPa 15. Determine the flow rate at section 4. A. 109.7 L/s B. 98.3 L/s C. 132.1 L/s D. 85.2 LS A= 0.007 m2 p= 35 kPa A= 0.02 m2 v = 6 m/s A= 0.1 m2 Q = 280 L/s p= 70 kPa
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