The pump-turbine system in the figure draws water from the upper reservoir in the daytime to produce power for a city. For a design flow rate of 33.4 cfs (ft³/s), the friction head loss is 17 ft. Estimate the power in horsepower extracted by the turbine (W, = yQht). Use y = 62.4 lbf/ft³: 1 hp = 550 ft·lbf/s)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A
B
C
OD
The pump-turbine system in the figure draws water from the upper
reservoir in the daytime to produce power for a city. For a design flow
rate of 33.4 cfs (ft³/s), the friction head loss is 17 ft. Estimate the
power in horsepower extracted by the turbine (W, = yQht).
550 ft·lbf/s)
Use y
-
62.4 lb/ft³; 1 hp
A. 409.3
B. 538.1
V
C. 473.7
Water at 20°C
Pump-
turbine
D. None of the above
Z₁ = 150 ft
DI
Z₁ = 25 ft
Transcribed Image Text:A B C OD The pump-turbine system in the figure draws water from the upper reservoir in the daytime to produce power for a city. For a design flow rate of 33.4 cfs (ft³/s), the friction head loss is 17 ft. Estimate the power in horsepower extracted by the turbine (W, = yQht). 550 ft·lbf/s) Use y - 62.4 lb/ft³; 1 hp A. 409.3 B. 538.1 V C. 473.7 Water at 20°C Pump- turbine D. None of the above Z₁ = 150 ft DI Z₁ = 25 ft
The discharge of water over a 45-degree triangular weir is 0.75cfs. For a weir
coefficient C = 0.58, determine the head on the weir. Use g = 32.2 fps².
The head on the weir (in ft) is:
O
A. 1.111
A
B
D
B. 0.991
C. 0.882
D. 0.771
E. None of the above
Transcribed Image Text:The discharge of water over a 45-degree triangular weir is 0.75cfs. For a weir coefficient C = 0.58, determine the head on the weir. Use g = 32.2 fps². The head on the weir (in ft) is: O A. 1.111 A B D B. 0.991 C. 0.882 D. 0.771 E. None of the above
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