(Flow through Single Pipes). Determine the flow in each pipe and the pressure at the junction node, D. Assume elevation at Node, D to be 328 feet and friction factor, f, of 0.02 for all pipes. [NOTE: This is a three-part problem].

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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(Flow through Single Pipes). Determine the flow in each pipe and the pressure at the
junction node, D. Assume elevation at Node, D to be 328 feet and friction factor, f, of 0.02
for all pipes. [NOTE: This is a three-part problem].
A
B
Elevation (ft)
Length (ft)
19,680
Diameter (ft)
Reservoir
Pipe
Part A)
A
656
AD
3.28
В
590
BD
13,120
2.5
558
CD
29,520
2.5
19,680
13,120
Part B)
A
656
AD
3.28
В
574
BD
3.28
CD
29,520
19,680
19,680
492
2.5
Part C)
A
656
AD
3.28
В
590
BD
3.28
492
CD
19,680
3.28
Transcribed Image Text:(Flow through Single Pipes). Determine the flow in each pipe and the pressure at the junction node, D. Assume elevation at Node, D to be 328 feet and friction factor, f, of 0.02 for all pipes. [NOTE: This is a three-part problem]. A B Elevation (ft) Length (ft) 19,680 Diameter (ft) Reservoir Pipe Part A) A 656 AD 3.28 В 590 BD 13,120 2.5 558 CD 29,520 2.5 19,680 13,120 Part B) A 656 AD 3.28 В 574 BD 3.28 CD 29,520 19,680 19,680 492 2.5 Part C) A 656 AD 3.28 В 590 BD 3.28 492 CD 19,680 3.28
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