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Reports_Storm A - 092420 - SBI Report
Hydraflow Storm Sewers Extension for Autodesk@ Civil 3D@ Plan 9 21 5 20 8 4 6 7 Outfall 3 1 2 10 13 14 15 11 12 16 17 18 19 Project File: Storm A - 092420.stm Number of lines: 23 Date: 9/25/2020 Storm Sewers v2019.20 SBI Page 1 Line Line Line Line Line Total Runoff Flow Capac Vel Cover Cover Q Q Gutter No. ID Size Length Slope Area Coeff Rate Full Ave Up Dn Byp Capt Spread (in) (ft) (%) (ac) (C) (cfs) (cfs) (ft/s) (ft) (ft) (cfs) (cfs) (ft) 1 18-19 30 61.583 0.16 8.53 0.40 14.33 16.52 5.01 5.77 0.38 0.00 1.30 8.47 2 19-20 30 29.500 0.34 7.93 0.40 13.32 23.88 3.24 5.67 5.77 0.00 0.37 3.27 3 20-31 15 173.207 2.19 4.69 0.40 7.88 9.56 7.78 3.02 3.02 0.00 0.33 1.99 4 31-32 15 114.012 2.37 4.50 0.40 7.56 9.94 6.61 3.35 3.02 0.01 0.47 3.13 5 32-33 15 113.644 2.29 3.99 0.40 6.70 9.77 6.02 3.38 3.35 0.16 0.89 4.96 6 33-34 15 274.945 3.09 2.88 0.40 4.84 11.35 4.80 3.37 3.38 0.24 1.13 5.22 7 34-35 15 29.250 1.03 2.06 0.40 3.46 6.54 4.10 3.02 3.37 0.43 1.38 5.97 8 35-36 15 79.842 5.64 0.98 0.40 1.65 15.33 2.83 4.75 3.02 0.00 0.64 5.01 9 36-37 15 53.379 0.37 0.60 0.40 1.01 3.95 2.45 3.05 4.75 0.00 1.01 7.05 10 20-21 15 55.625 0.36 1.84 0.40 3.09 3.87 2.99 3.15 5.72 0.00 0.02 0.42 11 21-22 15 97.703 0.41 1.83 0.40 3.07 4.13 2.99 2.45 3.15 0.00 0.12 1.89 12 22-23 15 85.414 0.35 1.76 0.40 2.96 3.83 2.70 1.95 2.45 0.00 0.34 3.02 13 23-24 15 73.582 0.41 1.56 0.40 2.62 4.12 2.67 2.15 1.95 0.00 0.34 3.02 14 24-25 15 80.668 1.36 1.36 0.40 2.28 7.54 3.10 3.05 2.15 0.00 0.20 2.00 15 25-26 15 85.417 2.34 1.24 0.40 2.08 9.88 3.66 3.05 3.05 0.00 0.40 3.51 16 26-27 15 90.087 3.33 1.00 0.40 1.68 11.78 3.29 3.05 3.05 0.00 0.77 5.79 17 27-28 15 270.814 3.32 0.54 0.40 0.91 11.77 2.43 3.05 3.05 0.00 0.44 3.74 18 28-29 15 90.519 2.21 0.28 0.40 0.47 9.60 1.99 3.05 3.05 0.00 0.22 2.09 19 29-30 15 136.656 2.20 0.15 0.40 0.25 9.57 1.70 3.05 3.05 0.00 0.25 2.37 20 33-39 15 29.265 1.03 0.63 0.40 1.06 6.54 2.02 3.06 3.38 0.80 0.69 5.89 21 32-38 15 29.250 1.03 0.32 0.40 0.54 6.54 1.51 3.06 3.35 0.69 0.64 5.59 22 19-19A 15 8.000 1.25 0.24 0.40 0.40 7.22 2.76 3.08 3.02 0.00 0.40 2.35 23 20-20A 15 8.000 1.25 1.18 0.40 1.98 7.22 4.37 3.08 3.02 0.00 1.98 7.60 Project File: Storm A - 092420.stm Number of lines: 23 Date: 9/25/2020 NOTES: "Critical depth Storm Sewers