Page 333 - Facility Piping Systems Handbook for Industrial, Commercial, and Healthcare Facilities
P. 333
SITE UTILITY SYSTEMS
24 0.0002 0.0003 0.0004 0.0005 0.0006 0.0007 0.0008 0.001 0.0012 0.0015 0.0017 0.002 0.0025
20 0.0004 0.0005 0.0007 0.0008 0.001 0.0012 0.0015 0.0017 0.002 0.0025 0.003 0.0035 0.004
16 0.0006 0.0008 0.001 0.0013 0.0016 0.002 0.0025 0.003 0.0035 0.004 0.0045 0.005 0.006
12 0.001 0.0015 0.002 0.0025 0.003 0.0035 0.004 0.005 0.0055 0.006 0.007 0.009 0.010
0.0015
10 0.002 0.003 0.0035 0.004 0.005 0.006 0.007 0.008 0.009 0.010 0.012 0.015
0.002
8 0.003 0.004 0.006 0.007 0.008 0.010 0.011 0.012 0.013 0.015 0.019 0.022
0.004
6 0.005 0.007 0.009 0.012 0.014 0.016 0.018 0.020 0.022 0.026 0.031 0.037
Depth of cover, ft †
0.006
5 0.007 0.010 0.013 0.016 0.019 0.022 0.025 0.028 0.031 0.037 0.045 0.052
Surface Load Factor—One Truck on Flexible Pavement *
0.009
4 0.011 0.015 0.020 0.025 0.030 0.034 0.038 0.042 0.046 0.054 0.065 0.076
3 1/2 0.011 0.013 0.020 0.026 0.031 0.036 0.042 0.047 0.052 0.058 0.068 0.081 0.093
0.014
3 0.017 0.025 0.033 0.040 0.048 0.055 0.061 0.068 0.075 0.087 0.102 0.117 * These factors are for a single concentrated wheel load centered over an effective pipe length of 3 ft.
2 1/2 0.020 0.024 0.034 0.044 0.054 0.063 0.072 0.082 0.090 0.098 0.113 0.132 0.148
0.028
2 0.034 0.048 0.062 0.074 0.087 0.099 0.110 0.122 0.132 0.150 0.171 0.188
Pipe size, in 3 4 6 8 10 12 14 16 18 20 24 30 36
TABLE 6.10 DN 80 100 150 200 250 300 350 400 450 500 600 750 900 † 1 ft = 0.3 m. Source: ANSI 21.1.
6.55
Downloaded from Digital Engineering Library @ McGraw-Hill (www.accessengineeringlibrary.com)
Copyright © 2009 The McGraw-Hill Companies. All rights reserved.
Any use is subject to the Terms of Use as given at the website.

