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SW3221008_Design Calculations_20230515
Channel Report Hydraflow Express Extension for AUtodeskS Civil 31DO by Autodesk, Inc. CC# 5 Trapezoidal Bottom Width (ft) = 2.00 Side Slopes (z:1) = 3.00, 3.00 Total Depth (ft) = 1.50 Invert Elev (ft) = 1.00 Slope (%) = 3.33 N-Value = 0.030 Calculations Compute by: Known Q Known Q (cfs) = 5.65 Elev (ft) 3.00 2.50 2.00 1.50 1.00 0.50 0 2 4 6 Section 8 Reach (ft) Wednesday, May 10 2023 Highlighted Depth (ft) = 0.43 Q (cfs) = 5.650 Area (sqft) = 1.41 Velocity (ft/s) = 3.99 Wetted Perim (ft) = 4.72 Crit Depth, Yc (ft) = 0.49 Top Width (ft) = 4.58 EGL (ft) = 0.68 10 12 14 Depth (ft) 2.00 1.50 1.00 0.50 1 -0.50 16 Channel Report Hydraflow Express Extension for AUtodeskS Civil 31DO by Autodesk, Inc. CCU# 6 Trapezoidal Bottom Width (ft) = 2.00 Side Slopes (z:1) = 3.00, 3.00 Total Depth (ft) = 1.50 Invert Elev (ft) = 1.00 Slope (%) = 4.11 N-Value = 0.030 Calculations Compute by: Known Q Known Q (cfs) = 4.69 Elev (ft) 3.00 2.50 2.00 1.50 1.00 0.50 0 2 4 6 Section 8 Reach (ft) Wednesday, May 10 2023 Highlighted Depth (ft) = 0.37 Q (cfs) = 4.690 Area (sqft) = 1.15 Velocity (ft/s) = 4.08 Wetted Perim (ft) = 4.34 Crit Depth, Yc (ft) = 0.45 Top Width (ft) = 4.22 EGL (ft) = 0.63 10 12 14 Depth (ft) 2.00 1.50 1.00 0.50 1 -0.50 16 Channel Report Hydraflow Express Extension for AUtodeskS Civil 31DO by Autodesk, Inc. CC# 7 Trapezoidal Bottom Width (ft) = 2.00 Side Slopes (z:1) = 3.00, 3.00 Total Depth (ft) = 1.50 Invert Elev (ft) = 1.00 Slope (%) = 3.95 N-Value = 0.030 Calculations Compute by: Known Q Known Q (cfs) = 4.47 Elev (ft) 3.00 2.50 2.00 1.50 1.00 0.50 0 2 4 6 Section 8 Reach (ft) Wednesday, May 10 2023 Highlighted Depth (ft) = 0.37 Q (cfs) = 4.470 Area (sqft) = 1.15 Velocity (ft/s) = 3.88 Wetted Perim (ft) = 4.34 Crit Depth, Yc (ft) = 0.44 Top Width (ft) = 4.22 EGL (ft) = 0.60 10 12 14 Depth (ft) 2.00 1.50 1.00 0.50 1 -0.50 16 Channel Report Hydraflow Express Extension for AUtodeskS Civil 31DO by Autodesk, Inc. CC## 8 Trapezoidal Bottom Width (ft) = 2.00 Side Slopes (z:1) = 3.00, 3.00 Total Depth (ft) = 1.50 Invert Elev (ft) = 1.00 Slope (%) = 2.22 N-Value = 0.030 Calculations Compute by: Known Q Known Q (cfs) = 2.59 Elev (ft) 3.00 2.50 2.00 1.50 1.00 0.50 0 2 4 6 Section 8 Reach (ft) Wednesday, May 10 2023 Highlighted Depth (ft) = 0.32 Q (cfs) = 2.590 Area (sqft) = 0.95 Velocity (ft/s) = 2.73 Wetted Perim (ft) = 4.02 Crit Depth, Yc (ft) = 0.32 Top Width (ft) = 3.92 EGL (ft) = 0.44 10 12 14 Depth (ft) 2.00 1.50 1.00 0.50 1 -0.50 16 Channel Report Hydraflow Express Extension for AUtodeskS Civil 31DO by Autodesk, Inc. CC# 9 Trapezoidal Bottom Width (ft) = 2.00 Side Slopes (z:1) = 3.00, 3.00 Total Depth (ft) = 1.50 Invert Elev (ft) = 1.00 Slope (%) = 2.22 N-Value = 0.030 Calculations Compute by: Known Q Known Q (cfs) = 2.36 Elev (ft) 3.00 2.50 2.00 1.50 1.00 0.50 0 2 4 6 Section 8 Reach (ft) Wednesday, May 10 2023 Highlighted Depth (ft) = 0.30 Q (cfs) = 2.360 Area (sqft) = 0.87 Velocity (ft/s) = 2.71 Wetted Perim (ft) = 3.90 Crit Depth, Yc (ft) = 0.30 Top Width (ft) = 3.80 EGL (ft) = 0.41 10 12 14 Depth (ft) 2.00 1.50 1.00 0.50 Channel Report Hydraflow Express Extension for AUtodeskS Civil 31DO by Autodesk, Inc. CC# 10 Trapezoidal Bottom Width (ft) = 2.00 Side Slopes (z:1) = 3.00, 3.00 Total Depth (ft) = 1.50 Invert Elev (ft) = 1.00 Slope (%) = 1.49 N-Value = 0.030 Calculations Compute by: Known Q Known Q (cfs) = 2.36 Elev (ft) 3.00 2.50 2.00 1.50 1.00 0.50 0 2 4 6 Section 8 Reach (ft) Wednesday, May 10 2023 Highlighted Depth (ft) = 0.34 Q (cfs) = 2.360 Area (sqft) = 1.03 Velocity (ft/s) = 2.30 Wetted Perim (ft) = 4.15 Crit Depth, Yc (ft) = 0.30 Top Width (ft) = 4.04 EGL (ft) = 0.42 10 12 14 Depth (ft) 2.00 1.50 1.00 0.50 1 -0.50 16 Channel Report Hydraflow Express Extension for AUtodeskS Civil 31DO by Autodesk, Inc. Bypass Channel Trapezoidal Bottom Width (ft) = 6.00 Side Slopes (z:1) = 3.00, 3.00 Total Depth (ft) = 6.00 Invert Elev (ft) = 1.00 Slope (%) = 1.00 N-Value = 0.030 Calculations Compute by: Known Q Known Q (cfs) = 30.06 Highlighted Depth (ft) Q (cfs) Area (sqft) Velocity (ft/s) Wetted Perim (ft) Crit Depth, Yc (ft) Top Width (ft) EGL (ft) Wednesday, May 10 2023 = 0.91 = 30.06 = 7.94 = 3.78 = 11.76 = 0.80 = 11.46 = 1.13 0 5 10 15 20 25 30 35 40 45 50 55 Reach (ft)