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SEDCAD 4 for Windows <br />Copyright 1098 Pamela J. Schwab <br />Qwl Sofivare oesipn <br />w/o Freeboard w/ Freeboard <br />Hydraulic Radius: 0.126 <br />Froude Number: 4.42 <br />.Structure #? ( dv rte <br />Cu/vent #3 <br />Culvert Inputs: <br />Max. Tallwa[er Entrance <br />Length (ft) slope (%) Monolog's n Headwater Loss Coef. <br />(ft) (R) (Ke) <br />70.00 10.00 0.0240 3.50 1.00 0.90 <br />Culvert Results: <br />Design Discharge = 24.27 cfs <br />Minimum pipe diameter: 1 - 30 inch pipe(s) required <br />Structure #7 (Erodible Channe%I <br />Natural Channel <br />Trapezoidal Erodible Channel Inputs: <br />Material: Coarse gravel noncolloidal <br />Left Right <br />Bottom <br />' Freeboard Freeboard Freeboard Limiting <br />Sldeslope Sldeslope slope (%) Monolog <br />s n <br />Width (R) Mult. x <br />' Velocity <br />Ratio Ratio Depth (R) 9 <br />0 of Depth (VxD) (fps) <br />10.00 2.0:1 2.0:1 25.0 0.0250 6.0 <br />Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 24.27 ds <br />Depth: 0.22 ft <br />Top Width: 10.88 ft <br />Velocity: 10.53 fps <br />X-Section Area: 2.31 sq R <br />Hydraulic Radius: 0.210 <br />Froude Number: 4.03 <br />Structure #4 (Pond) <br />Pond P-3 <br />Pond Inputs: <br />Filename: ~645A P3-100-24.sc4 <br />9 <br />Printed 01-79-2001 <br />