In Figure 6 is shown a siphon discharging water from reservoir A into the air at B. Distance 'a' is 1.8 m, 'b' is 6 m, and the diameter is 150 mm throughout. If there is a Total Head Loss is 1.5 m between A and the summit, and 1.5 m between the summit and B, Determine the rate of discharge in cubic meter per second. A) 8.507 m3/s B) 5.087 m3/s 0.0857 m3/s (D None of the above

In Figure 6 is shown a siphon discharging water from reservoir A into the air at B. Distance 'a' is 1.8 m, 'b' is 6 m, and the diameter is 150 mm throughout. If there is a Total Head Loss is 1.5 m between A and the summit, and 1.5 m between the summit and B, Determine the rate of discharge in cubic meter per second. A) 8.507 m3/s B) 5.087 m3/s 0.0857 m3/s (D None of the above

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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Find the discharges in pipes 1, 2, and 3 in the reservoir system shown. The junction loss occurs for both flow from 1 to 3 or from 2 to 3. 50 m D; =0.3m L = 200m 20 m & =1mm D =0.5m 4=500m 4=1 mm p=999.1kg/m u=0.001139 kg / ms K=0.5 Kes =1 D=0.9m L =800 m Jnction Om 6=1mm
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