Using the Hazen-Williams nomograph, determine the following: (a) The head loss (m/km) for a 600 mm diameter pipe with a flow of 0.20m3/s. (b) The flow rate for a 300 mm diameter pipe with a head loss of 10 m/km of pipeline. (c) The pipe diameter to carry a flow of 65 liters/s without exceeding a pressure loss of 86 kPa per kilometer of pipeline.

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Chapter15: Computational Engineering Tools Matlab
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Using the Hazen-Williams nomograph, determine the following:
(a) The head loss (m/km) for a 600 mm diameter pipe with a flow of 0.20m3/s.
(b) The flow rate for a 300 mm diameter pipe with a head loss of 10 m/km of pipeline.
(c) The pipe diameter to carry a flow of 65 liters/s without exceeding a pressure loss of 86 kPa per kilometer of pipeline.

S
2000
1000
72
0.0001
15,000
800
1500
60
600
10,000
54
0.0002
48
500
44
40
7000
0.0003
400
1000
0.0004
5000
900
36
300
0.0005
800
32
4000
700
28
0.0007
200
3000
24
600
0.0010
20
2000
500
0.0020
100
16
400
80
0.0030
60
1000
300
12
0.0040
0.0050
50
10
40
0.0070
200
8
500
0.0100
* 30 -
400
20
300
0.0200
0.0300
200
100
0.0400
10
90
0.0500
8
80
3
0.0700
100
70-
0.1000
60
50
0.2000
50
40-
0.3000
0.4000
30
30
Flow rate, L/S (1000 L = 1 m3)
4.
2.
Flow rate, gpm
Pipe diameter, mm (1000 = 1 m)
5
Pipe diameter, in.
Slope of HGL or loss of head, m/m; ft/ft
Transcribed Image Text:S 2000 1000 72 0.0001 15,000 800 1500 60 600 10,000 54 0.0002 48 500 44 40 7000 0.0003 400 1000 0.0004 5000 900 36 300 0.0005 800 32 4000 700 28 0.0007 200 3000 24 600 0.0010 20 2000 500 0.0020 100 16 400 80 0.0030 60 1000 300 12 0.0040 0.0050 50 10 40 0.0070 200 8 500 0.0100 * 30 - 400 20 300 0.0200 0.0300 200 100 0.0400 10 90 0.0500 8 80 3 0.0700 100 70- 0.1000 60 50 0.2000 50 40- 0.3000 0.4000 30 30 Flow rate, L/S (1000 L = 1 m3) 4. 2. Flow rate, gpm Pipe diameter, mm (1000 = 1 m) 5 Pipe diameter, in. Slope of HGL or loss of head, m/m; ft/ft
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