tF or D ist rib u ti on Appendix K Re a dO nly Do cu me nt No Flow In Sloping Drains 2009 National Standard Plumbing Code Copyright 2009 Plumbing-Heating-Cooling Contractors--National Association 293 Flow in Sloping Drains u ti on Tables K-1 and K-2 list flow rates in gallons per minute and velocities in feet per second for various size drains at various slopes. Table K-l is based on fairly rough pipe. Table K-2 is based on smooth pipe. The minimum flow velocity to achieve scouring in horizontal sanitary drain lines is two (2) feet per second. For this reason, based on Table K-2 for smooth pipe, drains that are 2 inches and smaller must be sloped at not less than 1/4 inch per foot. Drains that are 3" size and larger can be sloped at 1/8 inch per foot. ist rib Even at 1/4" per foot slope, the uniform velocity in drains that are 1-1/4", 1-1/2", and 2" size is less than 2 feet per second. Either the slope should be increased or the length of such drains should be kept to a minimum so that the entrance velocity will provide scouring for the short distance involved. or D Tables K-1 and K-2 are based on the Manning Formula for 1/2 full pipe. For full flow, multiply the flow by 2.00 and the velocity by 1.00. For 1/4 full flow, multiply the flow by 0.274 and the velocity by 0.701. For 3/4 full flow, multiply the flow by 1.82 and the velocity by 1.13. tF In Table K-l, which is based on fairly rough pipe with "n" = 0.015, for smoother pipe, multiply the flow and velocity by 0.015 and divide by the "n" value of the smoother pipe. No Horizontal sanitary drain and waste pipes are sized to be one-half (1/2) full under design loads. Horizontal storm drains are sized to run full under design loads. nt Table 11.5.1A Building Drains and Sewers and the horizontal piping in Table 11.5.1B "Horizontal Fixture Branches and Stacks" is based on Table K-2 for smooth pipe. Re a dO nly Do cu me Table 13.6.2 "Size of Horizontal Storm Drains" is based on Table K-1 for fairly rough pipe, adjusted for full flow. 294 2009 National Standard Plumbing Code Copyright 2009 Plumbing-Heating-Cooling Contractors--National Association 1/16 in./ft. slope Pipe Size (inches) Flow gpm Vel. fps 1.250 2.40 1.25 1.375 3.10 1.35 1.500 3.90 1.625 4.83 2 8.41 Vel. fps 1.60 26.7 1.36 37.7 1.92 5 48.4 1.58 68.4 2.23 6 78.7 1.79 111 2.53 8 169 2.17 240 10 307 2.51 435 12 500 2.84 707 15 906 3.29 1281 24.8 Vel. fps 3.40 1.77 4.38 1.91 1.41 5.52 1.99 1.50 6.83 2.12 1.73 11.9 2.44 2.26 35.0 3.20 53.4 2.72 75.5 3.84 96.8 3.16 137 4.47 157 3.57 223 5.05 3.06 339 4.33 479 6.13 3.55 615 5.02 869 7.10 4.01 999 5.67 1413 8.02 4.66 1812 6.59 2563 9.32 No tF 17.5 4 Flow gpm Re a dO nly Do cu me nt 3 Flow gpm 1/2 in./ft. slope ist rib Vel. fps 1/4 in./ft. slope or D Flow gpm 1/8 in./ft. slope u ti on Table K-1 APPROXIMATE FLOW RATES AND VELOCITIES IN SLOPING DRAINS (FOR FAIRLY ROUGH PIPE n = 0.015) Flowing Half Full 2009 National Standard Plumbing Code Copyright 2009 Plumbing-Heating-Cooling Contractors--National Association 295 Table K-2 APPROXIMATE FLOW RATES AND VELOCITIES IN SLOPING DRAINS (FOR SMOOTH PIPE n = 0.011) Flowing Half Full Flow gpm Vel. fps 1.250 3.27 1.71 1.375 4.22 1.84 1.500 5.32 1.625 6.86 2 11.5 3 Flow gpm Vel. fps 23.9 2.18 33.8 1/2 in./ft. slope Flow gpm Vel. fps 4.63 2.42 5.97 2.60 1.92 7.53 2.72 2.04 9.32 2.89 2.35 16.2 3.33 3.08 47.8 4.36 ist rib Vel. fps 1/4 in./ft. slope or D Flow gpm 1/8 in./ft. slope u ti on 1/16 in./ft. slope Pipe Size (inches) 36.4 1.85 51.5 2.62 72.8 3.71 103 5.24 5 66.0 2.15 93.3 3.05 132 4.31 187 6.09 6 107 2.44 152 3.44 215 4.87 303 6.89 8 231 2.95 327 4.18 462 5.91 654 8.36 10 419 3.42 593 4.84 838 6.84 1185 9.68 12 681 3.87 964 5.47 1363 7.73 1927 10.94 15 1236 4.49 1747 2471 8.99 3495 12.71 No tF 4 Re a dO nly Do cu me nt 6.35 296 2009 National Standard Plumbing Code Copyright 2009 Plumbing-Heating-Cooling Contractors--National Association