Q4. Calculate the head added by the pump when the water system shown below carries a discharge of 0.27 m³ /s. f = 0.015 , kin = 0.5 , kout = 1.0 , kpump = 0.4 Elevation = 230 m Elevation = 200 m 1,000 m, 40-cm diameter pipe 45° Elbow Pump 0.015
Q4. Calculate the head added by the pump when the water system shown below carries a discharge of 0.27 m³ /s. f = 0.015 , kin = 0.5 , kout = 1.0 , kpump = 0.4 Elevation = 230 m Elevation = 200 m 1,000 m, 40-cm diameter pipe 45° Elbow Pump 0.015
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Calculate the head added by the pump when the water system shown below carries a
discharge of 0.27 ?3⁄?.
![Q4. Calculate the head added by the pump when the water system shown below carries a
discharge of 0.27 m³ /s.
f = 0.015 , kin = 0.5 , kout = 1.0, kpump = 0.4
Elevation = 230 m
1,000 m, 40-cm diameter pipe
45°
Elbow
Elevation = 200 m
Pump
0.015
Formula Sheet
f.LVpipe
D 2g
E =
+
+ Z
2g
v2
HGL = EGL -
2g
Q = AV
--
v2
> h, = (+ Kpena + Kexpansion + Kouttet + Krurbine
P, V?
+Z1
P2, V?
+ Z2
2g
= --+
2g
Y' 2g](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F05bb32f4-a25c-4c4f-835f-8dd97a453348%2Fc6523ac7-2894-4d8e-b560-972cb9e8cbf0%2Fpz86mkp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q4. Calculate the head added by the pump when the water system shown below carries a
discharge of 0.27 m³ /s.
f = 0.015 , kin = 0.5 , kout = 1.0, kpump = 0.4
Elevation = 230 m
1,000 m, 40-cm diameter pipe
45°
Elbow
Elevation = 200 m
Pump
0.015
Formula Sheet
f.LVpipe
D 2g
E =
+
+ Z
2g
v2
HGL = EGL -
2g
Q = AV
--
v2
> h, = (+ Kpena + Kexpansion + Kouttet + Krurbine
P, V?
+Z1
P2, V?
+ Z2
2g
= --+
2g
Y' 2g
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