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SITUATION Water is being discharged (Q - 280 lit/s) from a reservoir through a turbine as shown. Assume C-120 for all pipes. 5-300 mm L-20 D- mm . 50m 7. Compute the total head loss due to friction. c.0.04 m a. 2.25 m b. 2.57 m d. 4.39 m 8. Compute the energy exerted by the turbine to generate 56 kilowatts of power. a. 20.39 m b. 72.96 m c. 98.10 m d. 2.56 m 9. Compute the elevation of the water surface in the reservoir A that would be required for the turbine to generate 56 kilowatts of power. a. 20.39 m b. 72.95 m c. 98.10 m d. 2.56 m 2.872 m 2.728 m c. 2.278 m d. 2.827 m b.

SITUATION Water is being discharged (Q - 280 lit/s) from a reservoir through a turbine as shown. Assume C-120 for all pipes. 5-300 mm L-20 D- mm . 50m 7. Compute the total head loss due to friction. c.0.04 m a. 2.25 m b. 2.57 m d. 4.39 m 8. Compute the energy exerted by the turbine to generate 56 kilowatts of power. a. 20.39 m b. 72.96 m c. 98.10 m d. 2.56 m 9. Compute the elevation of the water surface in the reservoir A that would be required for the turbine to generate 56 kilowatts of power. a. 20.39 m b. 72.95 m c. 98.10 m d. 2.56 m 2.872 m 2.728 m c. 2.278 m d. 2.827 m b.

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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SITUATION Water is being discharged (Q = 280 lit/s) from a reservoir through a turbine as shown. Assume C=120 for all pipes. L-50m D-300 mm L-20m D-600 mm EL. 50 m Compute the total head loss due to friction. c. 0.04 m d. 4.39 m 7. a. 2.25 m b. 2.57 m Compute the energy exerted by the turbine to generate 56 kilowatts of power. 8. c. 98.10 m d. 2.56 m a. 20.39 m b. 72.96 m Compute the elevation of the water surface in the reservoir A that would be required for the turbine to generate 56 kilowatts of power. 9. c. 98.10 m a. 20.39 m b. 72.95 m d. 2.56 m 2.872 m c. 2.278 m d. 2.827 m a. b. 2.728 m
Transcribed Image Text:SITUATION Water is being discharged (Q = 280 lit/s) from a reservoir through a turbine as shown. Assume C=120 for all pipes. L-50m D-300 mm L-20m D-600 mm EL. 50 m Compute the total head loss due to friction. c. 0.04 m d. 4.39 m 7. a. 2.25 m b. 2.57 m Compute the energy exerted by the turbine to generate 56 kilowatts of power. 8. c. 98.10 m d. 2.56 m a. 20.39 m b. 72.96 m Compute the elevation of the water surface in the reservoir A that would be required for the turbine to generate 56 kilowatts of power. 9. c. 98.10 m a. 20.39 m b. 72.95 m d. 2.56 m 2.872 m c. 2.278 m d. 2.827 m a. b. 2.728 m
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