Laserfiche WebLink
SEDCAD 4 for Windows <br /> !`nn..rin h4 1aaA 9n1n D-1� I Q,k--h <br /> 14 <br /> Minimum pipe diameter: 1 - 15 inch pipe(s) required <br /> Structure #30(Culverts <br /> Culvert C-7 Flows into Pond 1 <br /> Culvert Inputs: <br /> Max. Tailwater Entrance <br /> Length (ft) Slope(%) Manning's n Headwater Loss Coef. <br /> (ft) (ft) (Ke) <br /> 265.00 0.44 0.0150 2.50 0.00 0.90 <br /> Culvert Results: <br /> Design Discharge = 11.88 cfs <br /> Minimum pipe diameter: 1 - 24 inch pipe(s) required <br /> Structure #41 (Erodible Channel <br /> Ditch 2A Flows into Ditch 2B <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 /> 1.25 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(Nulls <br /> Basin F3 Flows into Ditch 2 <br /> Structure #18(Erodible Channel <br /> Ditch 2B Flows Into Culvert C-13 <br /> Trapezoidal Erodible Channel Inputs: <br /> Material: Graded silts to cobbles when colloidal <br /> Filename: Disturbed Area Modified for King III Portals JR.sc4 Printed 04-29-2020 <br />