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

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
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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