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Basin 2 and 3 V Ditch Channel Reports
Channel Report Hydraflow Express Extension for AutodeskO AutoCADO Civil 3D0 by Autodesk, Inc. Basin 2 0.69% Slope Triangular Side Slopes (z:1) Total Depth (ft) Invert Elev (ft) Slope (%) N -Value Calculations Compute by. Known Q (cfs) Elev (ft) = 1.50 = 100.00 = 0.69 = 0.027 Known Q = 6.85 Section Highlighted Depth (ft) Q (cfs) Area (sqft) Velocity (ft/s) Wetted Perim (ft) Crit Depth, Yc (ft) Top Width (ft) E G L (ft) Wednesday, Jan 30 2019 = 0.93 = 6.850 = 2.59 = 2.64 = 5.88 = 0.80 = 5.58 = 1.04 Depth (ft) 102.00 2.00 101.50 1.50 101.00 1.00 100.50 0.50 100.00 NZ 0.00 99.50 -0.50 0 1 2 3 4 5 6 7 8 9 10 11 Reach (ft) Channel Report Hydraflow Express Extension for Autodesk@ AutoCADO Civil 3D@ by Autodesk, Inc. Basin 3 0.5% Slope Triangular Highlighted Side Slopes (z:1) = 3.00, 3.00 Depth (ft) Total Depth (ft) = 1.50 Q (cfs) Area (sqft) Invert Elev (ft) = 100.00 Velocity (ft/s) Slope (%) = 0.50 Wetted Perim (ft) N -Value = 0.027 Crit Depth, Yc (ft) Top Width (ft) Calculations EGL (ft) Compute by: Known Q Known Q (cfs) = 5.74 Elev (ft) Section Wednesday, Jan 30 2019 = 0.93 = 5.740 = 2.59 = 2.21 = 5.88 = 0.75 = 5.58 = 1.01 102.00 101.50 1.50 101.00 100.50 0.50 100.00 99.50 0 1 2 3 4 5 6 7 8 9 10 11 Reach (ft) Depth (ft) 2.00 1.00 0.00 -0.50 Channel Report Hydraflow Express Extension for Autodesk@ AutoCADO Civil 3D@ by Autodesk, Inc. Basin 3 1.09/o Slope Triangular Highlighted Side Slopes (z:1) = 3.00, 3.00 Depth (ft) Total Depth (ft) = 1.50 Q (cfs) Area (sqft) Invert Elev (ft) = 100.00 Velocity (ft/s) Slope (%) = 1.00 Wetted Perim (ft) N -Value = 0.027 Crit Depth, Yc (ft) Top Width (ft) Calculations EGL (ft) Compute by: Known Q Known Q (cfs) = 5.74 Elev (ft) Section Wednesday, Jan 30 2019 = 0.82 = 5.740 = 2.02 = 2.85 = 5.19 = 0.75 = 4.92 = 0.95 102.00 101.50 101.00 100.50 100.00 99.50 0 1 2 3 4 5 6 7 8 9 10 11 Reach (ft) Depth (ft) 2.00 1.50 1.00 0.50 0.00 -0.50 Channel Report Hydraflow Express Extension for Autodesk@ AutoCADO Civil 3 D by Autodesk, Inc. Basin 3 1.5% Slope Triangular Highlighted Side Slopes (z:1) = 3.00, 3.00 Depth (ft) Total Depth (ft) = 1.50 Q (cfs) Area (sqft) Invert Elev (ft) = 100.00 Velocity (ft/s) Slope (%) = 1.50 Wetted Perim (ft) N -Value = 0.027 Crit Depth, Yc (ft) Top Width (ft) Calculations EGL (ft) Compute by: Known Q Known Q (cfs) = 5.74 Elev (ft) 102.00 Section Wednesday, Jan 30 2019 = 5.740 = 1.73 = 3.31 = 4.81 = 0.75 = 4.56 = 0.93 Depth (ft) 2.00 100.50 100.00 99.50 0 1 2 3 4 5 6 7 8 9 10 11 Reach (ft) 0.50 0.00 -0.50