9914 18TH AVE W B 2025-03-24 - Laserfiche WebLink

Final Calculations : Hazen-Williams A-PEX Design Services Inc. Page 8 BENTON SQUARE BLDG A PLAN B GL- One Head Calculation (H.8) Date 1/30/2024 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.41 116 0.0 1 1.000 150 11.848 to 0.0 T.40 116 2.55 0.862 1.000 0.0050 0.005 Vel = 1.40 T.40 116 1.61 1 2Utb 34.0 14.000 150 11.853 to 28.000 3.465 T.35 108 4.16 0.862 42.000 0.0123 0.516 Vel = 2.29 T.35 108 -0.73 1 Utr 2.0 10.000 150 15.834 to 2.000 0.0 T.33 108 3.43 0.862 12.000 0.0086 0.103 Vel = 1.89 0.0 T.33 3.43 15.937 K Factor= 0.86 T.24 124 1.07 1 Utr 2.0 2.000 150 7.813 to 2.000 0.0 H.7 124 1.07 0.862 4.000 0.0010 0.004 Vel = 0.59 H.7 124 0.0 1 Utr 2.0 7.000 150 7.817 to 2.000 0.0 HA 1 124 1.07 0.862 9.000 0.0010 0.009 Vel = 0.59 HA 1 124 0.0 1 Utr 2.0 9.000 150 7.826 to 2.000 0.0 H.13 124 1.07 0.862 11.000 0.0010 0.011 Vel = 0.59 H.13 124 0.0 1 Utr 2.0 9.000 150 7.837 to 2.000 0.0 H.18 124 1.07 0.862 11.000 0.0010 0.011 Vel = 0.59 H.18 124 0.0 1 Utr 2.0 6.000 150 7.848 to 2.000 0.0 T.38 124 1.07 0.862 8.000 0.0010 0.008 Vel = 0.59 0.0 T.38 1.07 7.856 K Factor= 0.38 T.25 116 0.88 1 Utr 2.0 6.000 150 11.643 to 2.000 0.0 HA 116 0.88 0.862 8.000 0.0006 0.005 Vel = 0.48 HA 116 0.0 1 Utr 2.0 9.000 150 11.648 to 2.000 0.0 H.3 116 0.88 0.862 11.000 0.0007 0.008 Vel = 0.48 H.3 116 0.0 1 Utr 2.0 9.000 150 11.656 to 2.000 0.0 H.9 116 0.88 0.862 11.000 0.0007 0.008 Vel = 0.48 H.9 116 0.0 1 Utr 2.0 11.000 150 11.664 to 2.000 0.0 T.31 116 0.88 0.862 13.000 0.0007 0.009 Vel = 0.48 0.0 T.31 0.88 11.673 K Factor= 0.26 T.29 116 0.35 0.75 Utb 17.0 2.000 150 11.729 to Utr 2.0 19.000 0.0 H.12 116 0.35 0.671 21.000 0.0004 0.009 Vel = 0.32 H.12 116 0.0 0.75 Utb 17.0 3.000 150 11.738 to 17.000 0.0 T.32 116 0.35 0.671 20.000 0.0004 0.009 Vel = 0.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087