Page 339 - Facility Piping Systems Handbook for Industrial, Commercial, and Healthcare Facilities
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SITE UTILITY SYSTEMS





                                               5.0  0.128  0.248  0.360  0.460  0.548  0.624  0.688  0.740  0.784  0.816  0.868  0.916  0.956



                                               2.0  0.124  0.244  0.355  0.454  0.540  0.613  0.674  0.725  0.766  0.800  0.849  0.894  0.930



                                               1.5  0.121  0.238  0.345  0.440  0.525  0.596  0.650  0.703  0.742  0.774  0.820  0.861  0.894



                                               1.2  0.117  0.229  0.333  0.425  0.505  0.572  0.628  0.674  0.711  0.740  0.783  0.820  0.849


                                               1.0  0.112  0.219  0.318  0.405  0.481  0.544  0.597  0.639  0.673  0.701  0.740  0.774  0.800



                                               0.9  0.108  0.211  0.306  0.391  0.463  0.524  0.584  0.615  0.647  0.673  0.711  0.742  0.766


                                               0.8  0.103  0.202  0.292  0.373  0.441  0.499  0.546  0.584  0.615  0.639  0.674  0.703  0.725


                                           L/2H  0.7  0.097  0.189  0.274  0.349  0.414  0.467  0.511  0.546  0.574  0.597  0.628  0.650  0.674



                                               0.6  0.089  0.174  0.252  0.320  0.379  0.428  0.467  0.499  0.524  0.544  0.572  0.596  0.613



                                               0.5  0.079  0.155  0.224  0.284  0.336  0.379  0.414  0.441  0.463  0.481  0.505  0.525  0.540



                                               0.4  0.067  0.131  0.190  0.241  0.284  0.320  0.349  0.373  0.391  0.405  0.425  0.440  0.454
                                       Vertical Load Coefficients  0.3  0.2  0.053  0.037  0.103  0.072  0.149  0.103  0.190  0.131  0.224  0.155  0.252  0.174  0.274  0.189  0.292  0.202  0.306  0.211  0.318  0.219  0.333  0.229  0.345  0.238  0.355  0.244









                                       TABLE 6.19   0.1  D/H   0.019  0.1  0.037  0.2  0.053  0.3  0.067  0.4  0.079  0.5  0.089  0.6  0.097  0.7  0.103  0.8  0.108  0.9  0.112  1.0  0.117  1.2  0.121  1.5  0.124  2.0  Source: Clay Pipe Engineering Manual.






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