In the figure for Probs. 7.14 and 7.15, suppose that the reservoir is open to the...
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In the figure for Probs. 7.14 and 7.15, suppose that the reservoir is open to the atmosphere at the top. The valve is used to control the flow rate from the reservoir. The head loss across the valve is given as h = 105 2g where V is the velocity in the pipe. The cross-sectional area of the pipe is 5 cm. The head loss due to friction in the pipe is negligible. The elevation of the water level in the reservoir above the pipe outlet is 10m. Find the discharge in the pipe. In the figure for Probs. 7.14 and 7.15, suppose that the reservoir is open to the atmosphere at the top. The valve is used to control the flow rate from the reservoir. The head loss across the valve is given as h = 105 2g where V is the velocity in the pipe. The cross-sectional area of the pipe is 5 cm. The head loss due to friction in the pipe is negligible. The elevation of the water level in the reservoir above the pipe outlet is 10m. Find the discharge in the pipe. In the figure for Probs. 7.14 and 7.15, suppose that the reservoir is open to the atmosphere at the top. The valve is used to control the flow rate from the reservoir. The head loss across the valve is given as h = 105 2g where V is the velocity in the pipe. The cross-sectional area of the pipe is 5 cm. The head loss due to friction in the pipe is negligible. The elevation of the water level in the reservoir above the pipe outlet is 10m. Find the discharge in the pipe.
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Related Book For
Engineering Fluid Mechanics
ISBN: 9781118880685
11th Edition
Authors: Donald F. Elger, Barbara A. LeBret, Clayton T. Crowe, John A. Robertson
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