5.118 Water is pumped from the tank shown. The head loss is known to 1.2 V²/(2g) where V is the average velocity in the pipe. According to the pump manufacturer, the relationship between the pump head and the flowrate is as shown and given by h₁ = 20 - 2000 Q² where he is in meters and Q is in m³/s. Determine the flowrate Q for this system. 6 m Pump (a) 0.07 m ա 20 10 0 h, = 20-20000² 0.05 Q, m³/s 5.118-1 Sketch the EGL and HGL for Problem 5.118. 0.10
5.118 Water is pumped from the tank shown. The head loss is known to 1.2 V²/(2g) where V is the average velocity in the pipe. According to the pump manufacturer, the relationship between the pump head and the flowrate is as shown and given by h₁ = 20 - 2000 Q² where he is in meters and Q is in m³/s. Determine the flowrate Q for this system. 6 m Pump (a) 0.07 m ա 20 10 0 h, = 20-20000² 0.05 Q, m³/s 5.118-1 Sketch the EGL and HGL for Problem 5.118. 0.10
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Please include all assumptions
![5.118 Water is pumped from the tank shown. The head loss is
known to 1.2 V²/(2g) where V is the average velocity in the
pipe. According to the pump manufacturer, the relationship
between the pump head and the flowrate is as shown and
given by h = 20 - 2000 Q² where he is in meters and Q is in
m³/s. Determine the flowrate Q for this system.
6 m
Pump
(a)
0.07 m
E
20
10
0
h = 20-20000²
0.05
Q, m³/s
5.118-1 Sketch the EGL and HGL for Problem 5.118.
0.10](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7f1afea4-d2d9-4eee-9b01-6a341a015256%2F49999d78-358a-4ff8-a698-324cf18d5221%2Fedmgsu_processed.png&w=3840&q=75)
Transcribed Image Text:5.118 Water is pumped from the tank shown. The head loss is
known to 1.2 V²/(2g) where V is the average velocity in the
pipe. According to the pump manufacturer, the relationship
between the pump head and the flowrate is as shown and
given by h = 20 - 2000 Q² where he is in meters and Q is in
m³/s. Determine the flowrate Q for this system.
6 m
Pump
(a)
0.07 m
E
20
10
0
h = 20-20000²
0.05
Q, m³/s
5.118-1 Sketch the EGL and HGL for Problem 5.118.
0.10
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