The three reservoir 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 cum/sec. Reservoir B is higher than that of C. PIpeline A: 800 mm diam., 1500 m long, f = 0.0158; PIpeline B: 600 mm diam., 450 m long, f = 0.0168; PIpeline C: 450 mm diam., 1200 m long, f = 0.0175 Compute the rate of flow out of Reservoir A in cum/sec. Use 4-decimal places. Compute the rate of flow towards Rservoir C in cum/sec. Use 4-decimal places. Compute the elevation of Reservoir B in m. Use 2-decimal places

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The three reservoir 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 cum/sec. Reservoir B is higher than that of C.

PIpeline A: 800 mm diam., 1500 m long, f = 0.0158;
PIpeline B: 600 mm diam., 450 m long, f = 0.0168;
PIpeline C: 450 mm diam., 1200 m long, f = 0.0175

Compute the rate of flow out of Reservoir A in cum/sec. Use 4-decimal places.

Compute the rate of flow towards Rservoir C in cum/sec. Use 4-decimal places.

Compute the elevation of Reservoir B in m. Use 2-decimal places

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