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Final Calculations - Hazen-Williams - 2007 <br /> A-PEX Design Services Inc. Page 5 <br /> BENTON SQUARE BLDG E -Two Head Calculation (H.3 & H.1) Date 1/18/2024 <br /> Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt <br /> to or Ftng's Pe ******* Notes ****** <br /> Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf <br /> H.3 124 3.00 8.78 1 Utr 2.0 10.000 150 9.000 <br /> to 0.0 2.000 0.0 <br /> H.8 124 8.78 0.862 0.0 12.000 0.0488 0.586 Vel = 4.83 <br /> H.8 124 0.0 1 Utr 2.0 6.000 150 9.586 <br /> to 0.0 2.000 0.0 <br /> T.23 124 8.78 0.862 0.0 8.000 0.0489 0.391 Vel = 4.83 <br /> T.23 124 0.0 1 Utr 2.0 1.000 150 9.977 <br /> to 0.0 2.000 0.0 <br /> T.24 124 8.78 0.862 0.0 3.000 0.0490 0.147 Vel = 4.83 <br /> T.24 124 -2.53 1 2Utb 34.0 12.000 150 10.124 <br /> to 0.0 28.000 3.465 <br /> T.27 116 6.25 0.862 0.0 40.000 0.0260 1.042 Vel = 3.44 <br /> T.27 116 2.42 1 Utr 2.0 3.000 150 14.631 <br /> to 0.0 2.000 0.0 <br /> T.29 116 8.67 0.862 0.0 5.000 0.0476 0.238 Vel = 4.77 <br /> T.29 116 -2.99 1 2Utb 34.0 32.000 150 14.869 <br /> to 0.0 28.000 3.465 <br /> T.32 108 5.68 0.862 0.0 60.000 0.0218 1.311 Vel = 3.12 <br /> T.32 108 3.89 1 Utr 2.0 1.000 150 19.645 <br /> to Utb 17.0 16.000 0.0 <br /> T.31 108 9.57 0.862 0.0 17.000 0.0574 0.975 Vel = 5.26 <br /> T.31 108 8.43 1.25 T 2.44 25.000 150 20.620 <br /> to 0.0 2.440 1.732 <br /> S.1 104 18.0 1.054 0.0 27.440 0.0692 1.900 Vel = 6.62 <br /> S.1 104 0.0 1.5 2E 3.443 40.000 150 24.252 <br /> to 0.0 3.443 4.732 ** Fixed Loss = 3 <br /> MTR 100 18.0 1.244 0.0 43.443 0.0309 1.343 Vel = 4.75 <br /> MTR 100 0.0 1 E 3.022 40.000 150 30.327 <br /> to T 7.555 12.089 0.0 <br /> STR 100 18.0 1.049 G 1.511 52.089 0.0709 3.691 Vel = 6.68 <br /> 0.0 <br /> STIR 18.00 34.018 K Factor= 3.09 <br /> H.3 124 0.22 1 Utr 2.0 9.000 150 9.000 <br /> to 0.0 2.000 0.0 <br /> H.1 124 0.22 0.862 0.0 11.000 0.0001 0.001 Vel = 0.12 <br /> H.1 124 3.00 9.00 1 Utr 2.0 13.000 150 9.001 <br /> to 0.0 2.000 0.0 <br /> H.2 124 9.22 0.862 0.0 15.000 0.0535 0.802 Vel = 5.07 <br /> H.2 124 0.0 1 Utr 2.0 1.000 150 9.803 <br /> to 0.0 2.000 0.0 <br /> T.20 124 9.22 0.862 0.0 3.000 0.0533 0.160 Vel = 5.07 <br /> T.20 124 -3.32 1 2Utb 34.0 16.000 150 9.963 <br /> to 0.0 28.000 3.465 <br /> T.22 116 5.9 0.862 0.0 44.000 0.0235 1.032 Vel = 3.24 <br /> T.22 116 -2.41 1 Utr 2.0 4.000 150 14.460 <br /> to 0.0 2.000 0.0 <br /> H.9 116 3.49 0.862 0.0 6.000 0.0088 0.053 Vel = 1.92 <br /> H.9 116 0.0 1 Utr 2.0 10.000 150 14.513 <br /> to 0.0 2.000 0.0 <br /> T.26 116 3.49 0.862 0.0 12.000 0.0088 0.106 Vel = 1.92 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />