16. In the following pipe system, water discharge in pipe 1 is given as Q₁-1.2 m³/s. The upstream and downstream reservoir water surface elevations are known, and they are ZA=100 m, and ze=80 m, respectively. Relevant pipe data are provided in the table below. Determine the diameter in pipe 3. Velocity head at the junction and minor losses in the system will be neglected. (v = 1 x 10-6 m²/s)

16. In the following pipe system, water discharge in pipe 1 is given as Q₁-1.2 m³/s. The upstream and downstream reservoir water surface elevations are known, and they are ZA=100 m, and ze=80 m, respectively. Relevant pipe data are provided in the table below. Determine the diameter in pipe 3. Velocity head at the junction and minor losses in the system will be neglected. (v = 1 x 10-6 m²/s)

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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