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 14. Determine the pressure at section 3. A. 50.24 kPa 15. Determine the flow rate at section 4. B. 8.12 m/s C. 8.82 m/s B. 55.92 kPa C. 45.68 kPa D. 47.52 kPa A. 109.7 L/s B. 98.3 L/s C. 132.1 L/s D. 85.2 LS
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 14. Determine the pressure at section 3. A. 50.24 kPa 15. Determine the flow rate at section 4. B. 8.12 m/s C. 8.82 m/s B. 55.92 kPa C. 45.68 kPa D. 47.52 kPa A. 109.7 L/s B. 98.3 L/s C. 132.1 L/s D. 85.2 LS
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
100%
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb138d394-1904-4ed2-90c3-ca6aa092d820%2F594e2f6c-d5d0-464f-bed1-2da88cd5ca5b%2Fo783oj2r_processed.jpeg&w=3840&q=75)
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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