Laserfiche WebLink
SEDCAD 4 for Windows <br /> 19 <br /> w/o Freeboard w/ Freeboard <br /> Velocity: 2.96 fps <br /> X-Section Area: 0.93 sq ft <br /> Hydraulic Radius: 0.263 ft <br /> Froude Number: 0.99 <br /> Structure #5(Culverts <br /> Culvert C-16 flow to Culvert C-15 <br /> Culvert Inputs: <br /> Max. Tailwater Entrance <br /> Length (ft) Slope(%) Manning's n Headwater (ft) Loss Coef. <br /> (ft) (Ke) <br /> 100.00 3.14 0.0240 2.50 3.00 0.90 <br /> Culvert Results: <br /> Design Discharge = 2.76 cfs <br /> Minimum pipe diameter: 1 - 12 inch pipe(s) required <br /> Structure #46(Erodible Channe/� <br /> Ditch 1B flows into Culver C-15 <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 /> 2.00 2.0:1 2.0:1 2.2 0.0300 0.30 5.0 <br /> Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br /> Design Discharge: 5.28 cfs <br /> Depth: 0.49 ft 0.79 ft <br /> Top Width: 3.95 ft 5.15 ft <br /> Velocity: 3.64 fps <br /> X-Section Area: 1.45 sq ft <br /> Hydraulic Radius: 0.347 ft <br /> Froude Number: 1.06 <br /> Structure #12(Culvert <br /> Culvert C-15 Flows into Ditch 1C <br /> Culvert Inputs: <br /> Filename: Disturbed Area Modified for King III Portals JR.sc4 Printed 02-04-2020 <br />