Laserfiche WebLink
SEDCAD 4 for Windows <br /> !`nn.,rin h4 100A 9n1n D-1� I Q,k--h <br /> 23 <br /> w/o Freeboard w/ Freeboard <br /> Top Width: 5.61 ft 6.69 ft <br /> Velocity: 5.03 fps <br /> X-Section Area: 2.15 sq ft <br /> Hydraulic Radius: 0.368 ft <br /> Froude Number: 1.43 <br /> Structure #22(Culverts <br /> Culvert 6 Flows into Pond I <br /> Culvert Inputs: <br /> Max. Tailwater Entrance <br /> Length (ft) Slope(%) Manning's n Headwater (ft) Loss Coef. <br /> (ft) (Ke) <br /> 99.00 2.16 0.0150 4.00 0.00 0.90 <br /> Culvert Results: <br /> Design Discharge = 10.83 cfs <br /> Minimum pipe diameter: 1 - 18 inch pipe(s) required <br /> Structure #37(Ponds <br /> Pond I Flows to Outlet <br /> Pond Inputs: <br /> Initial Pool Elev: 7,227.00 ft <br /> Initial Pool: 0.07 ac-ft <br /> Drop Inlet <br /> Riser Barrel <br /> Riser Height Barrel Barrel Slope Spillway Elev <br /> Diameter (ft) Diameter Length(ft) (%) Manning's n (ft) <br /> (in) (in) <br /> 24.00 7.17 24.00 119.00 2.12 0.0240 7,233.64 <br /> Drop Inlet <br /> Riser Barrel <br /> Riser Height Barrel Barrel Slope Spillway Elev <br /> (ft) <br /> Diameter Diameter o(/o) Manning's n (ft) <br /> (in) (in) Length (ft) <br /> 24.00 6.56 24.00 119.00 2.12 0.0240 7,232.73 <br /> Pond Results: <br /> Peak Elevation: 7,230.88 ft <br /> Dewater Time: 0.00 days <br /> Dewatering time is calculated from peak stage to lowest spillway <br /> Filename: Disturbed Area Modified for King III Portals JR.sc4 Printed 04-29-2020 <br />