A 5,000-8" (1) 2,000¹-8" B E 1,500- 7" (3) 2,000'-6" (4) 1,000¹-8" (5)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The pipes in a portion of a water Works system as shown consist of the following:
Section AB -5,000 ft. of 8 in. diameter
BC - 2,000 ft. of 6 in. diameter
CD - 1,000 ft. of 8 in. diameter
BE - 2,000 ft. of 8 in. diameter
EC - 1,500 ft. of 7 in. diameter
If the total loss of head due to friction from A to D is 12.6 ft., what is the discharge in Section CD in cfs? Use the Darcy Weisbach formula with f = 0.02.
round your answers in 3 decimal places
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