ANSWER: Pipe BCE = 35.6% of flow, BDE = 64.4.%. Head loss from B to E = 35.0 W. A looping concrete pipe system is shown in Fig. 11-2. The total flow rate of water is 18.0 cfs. Determine the division of flow and the loss of head from point B to póint E. 5000 ft, 15-n diameter 3000 ft, 30-in diameter 4000 ft, 24-in diameter Q- 18 ft' B E Q-18 ft's D 4000 ft, 18-la diameter Fig. 11-2

ANSWER: Pipe BCE = 35.6% of flow, BDE = 64.4.%. Head loss from B to E = 35.0 W. A looping concrete pipe system is shown in Fig. 11-2. The total flow rate of water is 18.0 cfs. Determine the division of flow and the loss of head from point B to póint E. 5000 ft, 15-n diameter 3000 ft, 30-in diameter 4000 ft, 24-in diameter Q- 18 ft' B E Q-18 ft's D 4000 ft, 18-la diameter Fig. 11-2

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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PLEASE SHOW COMPLETE SOLUTION WITH FIGURE THANK YOU!

ANSWER IS PROVIDED

ANSWER: Pipe BCE = 35.6% of flow, BDE = 64.4.%. Head loss from B to E = 35.0 W.
A looping concrete pipe system is shown in Fig. 11-2. The total flow rate of water is 18.0 cfs. Determine the
division of flow and the loss of head from point B to póint E.
5000 ft, 15-n diameter
3000 ft, 30-in diameter
4000 ft, 24-in diameter
Q - 18 ft/¾
B
E
Q - 18 ft's
D
4000 ft, 18-ln diameter
Fig. 11-2

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