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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
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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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 zB=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) ZA=100 (2) (1) Q1=1.2 m³/s Pipe 1 2 3 (3) L (m) 5000 6000 18000 D (mm) & (mm) 1200 3.6 1800 3.6 ? 4.4 ZB=80 m
Transcribed Image Text: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 zB=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) ZA=100 (2) (1) Q1=1.2 m³/s Pipe 1 2 3 (3) L (m) 5000 6000 18000 D (mm) & (mm) 1200 3.6 1800 3.6 ? 4.4 ZB=80 m
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