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

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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