PROBLEM 1The total discharge in the system below is 15.5 cfs and the head loss from B to Cis 24 ft. Using n = 0.011 for all pipes,determine the following:(a) flow rate Q2 (cfs) through pipe 2,(b) flow rate Qs (cfs) through pipe 3,(c) flow rate Qa (cfs) through pipe 4,2000 ft12 in(d) head loss hu (ft) in pipe 1, and(e) head loss his (ft) in pipe 5.3000 ft1500 ft4000 ft30 in10 in24 inAD2500 ft15 in

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PROBLEM 1 The total discharge in the system below is 15.5 cfs and the head loss from B to Cis 24 ft. Using n = 0.011 for all pipes, determine the following: (a) flow rate Q2 (cfs) through pipe 2, (b) flow rate Qa (cfs) through pipe 3, () flow rate Qa (cfs) through pipe 4, 2000 ft 12 in (d) head loss hu (ft) in pipe 1, and (e) head loss his (ft) in pipe 5. 3000 ft 1500 ft 4000 ft 30 in 10 in 24 in 2500 ft 15 in

PROBLEM 1 The total discharge in the system below is 15.5 cfs and the head loss from B to Cis 24 ft. Using n = 0.011 for all pipes, determine the following: (a) flow rate Q2 (cfs) through pipe 2, (b) flow rate Qa (cfs) through pipe 3, () flow rate Qa (cfs) through pipe 4, 2000 ft 12 in (d) head loss hu (ft) in pipe 1, and (e) head loss his (ft) in pipe 5. 3000 ft 1500 ft 4000 ft 30 in 10 in 24 in 2500 ft 15 in

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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