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 horizontalbranching pipe at a rate 280 L/s. Viscous effects are negligible.13. Determine the water speed at section 2.A. 7.54 m/sD. 9.36 m/sB. 8.12 m/sC. 8.82 m/s14. Determine the pressure at section 3.A. 50.24 kPa B. 55.92 kPa C. 45.68 kPa D. 47.52 kPa15. Determine the flow rate at section 4.A. 109.7 L/sB. 98.3 L/sC. 132.1 L/s D. 85.2 LSA= 0.007 m2p= 35 kPaA= 0.02 m2v = 6 m/sA= 0.1 m2Q = 280 L/sp= 70 kPa

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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

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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