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SEDCAD 4 for Windows <br /> 16 <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 /> 1.00 2.0:1 2.0:1 10.0 0.0300 0.30 5.5 <br /> Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br /> Design Discharge: 2.52 cfs <br /> Depth: 0.29 ft 0.59 ft <br /> Top Width: 2.18 ft 3.38 ft <br /> Velocity: 5.40 fps <br /> X-Section Area: 0.47 sq ft <br /> Hydraulic Radius: 0.202 ft <br /> Froude Number: 2.05 <br /> Structure #11 (Erodible Channe/� <br /> Ditch 1B flow to Culvert C-14 <br /> Trapezoidal Erodible Channel Inputs: <br /> Material: Graded loam to cobbles when noncolloidal <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 /> 1.75 1.8:1 1.8:1 7.1 0.0300 0.30 5.0 <br /> Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br /> Design Discharge: 2.52 cfs <br /> Depth: 0.25 ft 0.55 ft <br /> Top Width: 2.66 ft 3.74 ft <br /> Velocity: 4.52 fps <br /> X-Section Area: 0.56 sq ft <br /> Hydraulic Radius: 0.200 ft <br /> Froude Number: 1.74 <br /> Structure #3 <br /> Basin B1 flow to Basin B2 <br /> Structure #4 <br /> Basin B2 flows Culvert C-17A <br /> Structure #44(Erodible Channe/� <br /> Filename: Disturbed Area Modified for King III Portals JR.sc4 Printed 02-04-2020 <br />