Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common junction P. Reservoir A is at elevation 80 m, reservoir B at elevation 70 m and reservoir C is at elevation 60 m. The properties of each pipe are as follows: Elev 80 A ha Elev 70 B 4000 m- 250 mm /-0.018 5000 m- 300 f= 0.0

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The flow from reservoir A to junction P is 0.045 m³/s and f for all pipes is 0.018.
4. Find the elevation of the energy grade line at Pin m.
5. Determine the flow on pipe 2 in m/s.
6. Compute the diameter appropriate for pipe 3 in mm.
Transcribed Image Text:The flow from reservoir A to junction P is 0.045 m³/s and f for all pipes is 0.018. 4. Find the elevation of the energy grade line at Pin m. 5. Determine the flow on pipe 2 in m/s. 6. Compute the diameter appropriate for pipe 3 in mm.
SITUATION 2:
Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common
junction P. Reservoir A is at elevation 80 m, reservoir B at elevation 70 m and reservoir C is at elevation 60
m. The properties of each pipe are as follows:
Elev 80
ha
hez
Elev 70
B
4000 m- 250 mm
f-0.018
he
3500 m
f- 0.018
Elev 60
Pipe 1: L= 5000 m, D = 300 mm
Pipe 2: L= 4000 m, D = 250 mm
Pipe 3: L= 3500 m
5000 m - 300 mm
f= 0.018
Transcribed Image Text:SITUATION 2: Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common junction P. Reservoir A is at elevation 80 m, reservoir B at elevation 70 m and reservoir C is at elevation 60 m. The properties of each pipe are as follows: Elev 80 ha hez Elev 70 B 4000 m- 250 mm f-0.018 he 3500 m f- 0.018 Elev 60 Pipe 1: L= 5000 m, D = 300 mm Pipe 2: L= 4000 m, D = 250 mm Pipe 3: L= 3500 m 5000 m - 300 mm f= 0.018
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