For the hydraulic system shown below. 1- Determine the resistance and discharge of each pipe. CLO1, SOI (ABET). 2- If we need to increase the discharge 15%, discuss the possibility of achieving this by: CLO2, SO2 (ABET). • Adding a new pipe in parallel with pipe 1. • Adding a new pipe in parallel with pipe 2, 3, 4. • Adding a new pipe 6 in parallel with pipe 5. In your opinion, which solution is the best? Pipel: L-4000 m, D-600 mm. Pipe2: L-3000 m, D-300 mm. Pipe3: L-3000 m, D-250 mm. Pipe4: L=3000 m, D-200 mm. Pipe5: L-12000 m, D-400 mm. The reservoir A is exposed to pressure PA-100 kPa and the reservoir B is exposed to atmospheric pressure. f-0.02 for all pipes. The minor losses are negligible. H-40 m B
For the hydraulic system shown below. 1- Determine the resistance and discharge of each pipe. CLO1, SOI (ABET). 2- If we need to increase the discharge 15%, discuss the possibility of achieving this by: CLO2, SO2 (ABET). • Adding a new pipe in parallel with pipe 1. • Adding a new pipe in parallel with pipe 2, 3, 4. • Adding a new pipe 6 in parallel with pipe 5. In your opinion, which solution is the best? Pipel: L-4000 m, D-600 mm. Pipe2: L-3000 m, D-300 mm. Pipe3: L-3000 m, D-250 mm. Pipe4: L=3000 m, D-200 mm. Pipe5: L-12000 m, D-400 mm. The reservoir A is exposed to pressure PA-100 kPa and the reservoir B is exposed to atmospheric pressure. f-0.02 for all pipes. The minor losses are negligible. H-40 m B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:For the hydraulic system shown below.
1- Determine the resistance and discharge of each pipe. CLO1, SO1 (ABET).
2- If we need to increase the discharge 15%, discuss the possibility of achieving this by:
CLO2, SO2 (ABET).
• Adding a new pipe in parallel with pipe 1.
• Adding a new pipe in parallel with pipe 2, 3, 4.
• Adding a new pipe 6 in parallel with pipe 5.
In your opinion, which solution is the best?
Pipel: L-4000 m, D-600 mm. Pipe2: L=3000 m, D-300 mm.
Pipe3: L=3000 m, D-250 mm. Pipe4: L=3000 m, D-200 mm.
Pipe5: L=12000 m, D-400 mm.
The reservoir A is exposed to pressure PA-100 kPa and the reservoir B is exposed to
atmospheric pressure. f-0.02 for all pipes. The minor losses are negligible.
H=40 m
B
2.
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