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0 <br />SEDCAD 4 for Windows <br />I <br />24 <br />Structure #36 (Culvert) <br />C4 <br />Culvert Inputs: <br />Max. Entrance <br />Tailwater <br />Length (ft) Slope ( %) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />160.00 5.00 0.0240 5.00 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 50.90 cfs <br />Minimum pipe diameter: 1- 36 Inch pipe(s) required <br />Structure #35 (R /"rap Channel) <br />D14 <br />Triangular Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope slope (%) <br />Depth (ft) % of Depth Mutt. <br />Ratio Ratio <br />xD <br />2.0:1 2.0:1 2.3 <br />0.30 <br />Riprap Channel Results: <br />PADER Method - Steep Slope Design <br />• <br />Structure #34 L/prap Channel) <br />D4 <br />Triangular Riprap Channel Inputs: <br />Fllename: 10 -year Coliom_Pond (With Riser).sat <br />Exh. 7- 23A -28 <br />Printed 01 -22 -2009 <br />Revision Date: 12/15/10 <br />Revision No.: PR -03 <br />W/o Freeboard w/ Freeboard <br />Design Discharge: <br />28.06 cfs <br />Depth: <br />1.64 ft 1.94 ft <br />Top Width: <br />6.54 ft 7.74 ft <br />Velocity: <br />5.24 fps <br />X- Section Area: <br />5.35 sq R <br />Hydraulic Radius: <br />0.732 ft <br />Froude Number: <br />1.02 <br />Manning's n: <br />0.0350 <br />Dmin: <br />2.00 in <br />D50: <br />3.00 In <br />Dmax: <br />4.501n <br />• <br />Structure #34 L/prap Channel) <br />D4 <br />Triangular Riprap Channel Inputs: <br />Fllename: 10 -year Coliom_Pond (With Riser).sat <br />Exh. 7- 23A -28 <br />Printed 01 -22 -2009 <br />Revision Date: 12/15/10 <br />Revision No.: PR -03 <br />