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The three reservoirs A, B and C are connected by pipelines A, B and C respectively. the elevation of reservoir A is equal to 200 m. while that of C is 178 m. The discharge flowing towards reservoir B is 0.60 m³/s. Reservoir B is higher than that of C. Pipes Diam. Length Friction factor "f" 0.0158 A 800 mm 1500 m B 600 mm 450 m 0.0168 C 450 mm 1200 m 0.0175 Compute the rate of flow out of reservoir A. Compute the rate of flow towards reservoir C. 3 Compute the elevation of reservoir B. El. 200m hf1 hf3 hf₂ El. 178

The three reservoirs A, B and C are connected by pipelines A, B and C respectively. the elevation of reservoir A is equal to 200 m. while that of C is 178 m. The discharge flowing towards reservoir B is 0.60 m³/s. Reservoir B is higher than that of C. Pipes Diam. Length Friction factor "f" 0.0158 A 800 mm 1500 m B 600 mm 450 m 0.0168 C 450 mm 1200 m 0.0175 Compute the rate of flow out of reservoir A. Compute the rate of flow towards reservoir C. 3 Compute the elevation of reservoir B. El. 200m hf1 hf3 hf₂ El. 178

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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The three reservoirs A, B and C are connected by pipelines A, B and C respectively. the elevation of reservoir A is equal to 200 m. while that of C is 178 m. The discharge flowing towards reservoir B is 0.60 m³/s. Reservoir B is higher than that of C. Pipes Diam. Length Friction factor "f" A 800 mm 1500 m 0.0158 B 600 mm 450 m 0.0168 C 450 mm 1200 m 0.0175 Compute the rate of flow out of reservoir A. 2 Compute the rate of flow towards reservoir C. 3 Compute the elevation of reservoir B. El. 200m hf₁ hf3 hf₂ El. 178 of 5
Transcribed Image Text:The three reservoirs A, B and C are connected by pipelines A, B and C respectively. the elevation of reservoir A is equal to 200 m. while that of C is 178 m. The discharge flowing towards reservoir B is 0.60 m³/s. Reservoir B is higher than that of C. Pipes Diam. Length Friction factor "f" A 800 mm 1500 m 0.0158 B 600 mm 450 m 0.0168 C 450 mm 1200 m 0.0175 Compute the rate of flow out of reservoir A. 2 Compute the rate of flow towards reservoir C. 3 Compute the elevation of reservoir B. El. 200m hf₁ hf3 hf₂ El. 178 of 5
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