A 6cm diameter horizontal water pipe expands to a 10cm diameter pipe. The average velocity and pressure of water before the expansion section are 7 m/s and 150 kPa, respectively. Determine the head loss in the expansion section. Use Table 2 from our Lecture for the loss coefficient.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A 6cm diameter horizontal water pipe expands to a 10cm diameter pipe. The average velocity and pressure of water before the expansion section are 7 m/s and 150 kPa, respectively. Determine the head loss in the expansion section. Use Table 2 from our Lecture for the loss coefficient.

he = Ke 2g
Table 2. Values of Ke
Ratio
Velocity
Ve
(m/s)
0.60
1.50
D1/D2
0.9
0.04
0.04
0.04
0.04
0.0
0.6
0.1
1.0
0.95
0.2
0.3
0.4
0.5
0.7
0.8
0.96
0.89
0.84
0.86
0.80
0.76
0.44
0.41
0.39
0.15
1.00
0.96
0.91
0.74
0.69
0.65
0.62
0.60
0.29
0.27
0.55
0.52
0.50
0.14
3.00
0.89
0.84
0.26
0.13
6.00
0.86
0.80
0.72
0.37
0.24
0.12
12.00
0.81
0.80
0.75
0.68
0.58
0.47
0.35
0.22
0.11
0.03
Transcribed Image Text:he = Ke 2g Table 2. Values of Ke Ratio Velocity Ve (m/s) 0.60 1.50 D1/D2 0.9 0.04 0.04 0.04 0.04 0.0 0.6 0.1 1.0 0.95 0.2 0.3 0.4 0.5 0.7 0.8 0.96 0.89 0.84 0.86 0.80 0.76 0.44 0.41 0.39 0.15 1.00 0.96 0.91 0.74 0.69 0.65 0.62 0.60 0.29 0.27 0.55 0.52 0.50 0.14 3.00 0.89 0.84 0.26 0.13 6.00 0.86 0.80 0.72 0.37 0.24 0.12 12.00 0.81 0.80 0.75 0.68 0.58 0.47 0.35 0.22 0.11 0.03
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