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. S20001000720.000115,00080015006060010,000540.000248500444070000.000340010000.00045000900363000.0005800324000700280.00072003000246000.00102020005000.002010016400800.0030601000300120.00400.00505010400.007020085000.0100* 30 -400203000.02000.03002001000.040010900.050088030.070010070-0.100060500.20005040-0.30000.40003030Flow rate, L/S (1000 L = 1 m3)4.2.Flow rate, gpmPipe diameter, mm (1000 = 1 m)5Pipe diameter, in.Slope of HGL or loss of head, m/m; ft/ft

using the corresponding values according to nomograph

Answered: Using the Hazen-Williams nomograph,…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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

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