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SEDCAD 4 for Windows <br /> 14 <br /> Bottom Left Right Freeboard Freeboard Freeboard Limiting <br /> Width (ft) Sideslope Sideslope Slope(%) Manning's n Depth Mult.x Velocity <br /> Ratio Ratio p (ft) %of Depth (VxD) (fps) <br /> 1.25 1.3:1 1.3:1 2.0 0.0300 0.30 5.0 <br /> Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br /> Design Discharge: 1.11 cfs <br /> Depth: 0.28 ft 0.58 ft <br /> Top Width: 1.98 ft 2.76 ft <br /> Velocity: 2.47 fps <br /> X-Section Area: 0.45 sq ft <br /> Hydraulic Radius: 0.208 ft <br /> Froude Number: 0.91 <br /> Structure #17(Nu//� <br /> Basin F3 Flows Into Ditch 2 <br /> Structure #18(Erodible Channe/� <br /> Ditch 2B Flows Into Culvert C-13 <br /> Trapezoidal Erodible Channel Inputs: <br /> Material: Graded silts to cobbles when colloidal <br /> Bottom Left Right Freeboard Freeboard Freeboard Limiting <br /> Width (ft) Sideslope Sideslope Slope(%) Manning's n Depth Mult.x Velocity <br /> Ratio Ratio p (ft) %of Depth (VxD) (fps) <br /> 0.66 1.8:1 1.8:1 4.2 0.0300 0.30 5.5 <br /> Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br /> Design Discharge: 1.82 cfs <br /> Depth: 0.37 ft 0.67 ft <br /> Top Width: 1.98 ft 3.06 ft <br /> Velocity: 3.75 fps <br /> X-Section Area: 0.48 sq ft <br /> Hydraulic Radius: 0.223 ft <br /> Froude Number: 1.33 <br /> Structure #39(Cu/vert <br /> Culvert C-13 to Ditch 1E <br /> Culvert Inputs: <br /> Filename: Disturbed Area Modified for King III Portals JR.sc4 Printed 02-04-2020 <br />