Problem #2 The turbine shown in the figure below extracts 40 hp from the water flowing through it. The 1-foot diameter, 300-foot-long pipe is assumed to have a first iteration fguess of 0.018, minor loss coefficients of 0.8 for the pipe entrance and 0.35 for the bend, and a length of 15 feet between the turbine and the free jet. The kinematic viscosity = 1.21x105 square feet/second and the roughness height is 0.00015-feet. ✓a) Determine the flowrate in cfs. b) Fill in the missing information in the table below. c) Sketch the EGL and HGL on the figure. # Z 1 AhL P/y V2²/2g H hLminor: 0.454 lb 89.5 he major 52.35 2 87.196 ✓ (1) Z1 = 90 ft Figare E8.11 IS 300-ft-long, 1-ft-diameter pipe Free jet Turbine f=0.02 (2) 1b 32 = 0
Problem #2 The turbine shown in the figure below extracts 40 hp from the water flowing through it. The 1-foot diameter, 300-foot-long pipe is assumed to have a first iteration fguess of 0.018, minor loss coefficients of 0.8 for the pipe entrance and 0.35 for the bend, and a length of 15 feet between the turbine and the free jet. The kinematic viscosity = 1.21x105 square feet/second and the roughness height is 0.00015-feet. ✓a) Determine the flowrate in cfs. b) Fill in the missing information in the table below. c) Sketch the EGL and HGL on the figure. # Z 1 AhL P/y V2²/2g H hLminor: 0.454 lb 89.5 he major 52.35 2 87.196 ✓ (1) Z1 = 90 ft Figare E8.11 IS 300-ft-long, 1-ft-diameter pipe Free jet Turbine f=0.02 (2) 1b 32 = 0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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please solve
![Problem #2
The turbine shown in the figure below extracts 40 hp from the water flowing through it. The 1-foot diameter,
300-foot-long pipe is assumed to have a first iteration fguess of 0.018, minor loss coefficients of 0.8 for the
pipe entrance and 0.35 for the bend, and a length of 15 feet between the turbine and the free jet. The
kinematic viscosity = 1.21x105 square feet/second and the roughness height is 0.00015-feet.
✓a) Determine the flowrate in cfs.
b) Fill in the missing information in the table below.
c) Sketch the EGL and HGL on the figure.
#
Z
1
AhL
P/y
V2²/2g
H
hLminor: 0.454
lb
89.5
he major
52.35
2
87.196
✓
(1)
Z1
= 90 ft
Figare E8.11
IS
300-ft-long,
1-ft-diameter pipe
Free jet
Turbine
f=0.02
(2)
1b
32 = 0](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F183fa540-aa6e-4b2e-819b-0b2a4459f410%2F31439e80-5ddd-498b-aced-e4736c71ee01%2F4mnhxjc_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem #2
The turbine shown in the figure below extracts 40 hp from the water flowing through it. The 1-foot diameter,
300-foot-long pipe is assumed to have a first iteration fguess of 0.018, minor loss coefficients of 0.8 for the
pipe entrance and 0.35 for the bend, and a length of 15 feet between the turbine and the free jet. The
kinematic viscosity = 1.21x105 square feet/second and the roughness height is 0.00015-feet.
✓a) Determine the flowrate in cfs.
b) Fill in the missing information in the table below.
c) Sketch the EGL and HGL on the figure.
#
Z
1
AhL
P/y
V2²/2g
H
hLminor: 0.454
lb
89.5
he major
52.35
2
87.196
✓
(1)
Z1
= 90 ft
Figare E8.11
IS
300-ft-long,
1-ft-diameter pipe
Free jet
Turbine
f=0.02
(2)
1b
32 = 0
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