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SEDCAD 4 for Windows <br />CapyripM 1998 Pamela J. Schwe6 <br />Crvi 5°llwere Deaq <br />Culvert Inputs: <br />Culvert Results: <br />Max. Entrance <br />Length (R) Slope (°h) Monolog's n Headwater Tailwater (R) lnsc Coef. <br />(R) (Ke) <br />98.00 10.00 0.0240 4.00 1.00 0.9t <br />Design Discharge = 64.61 cfs <br />Minimum pipe diameter: 1 - 48 inch pipe(s) required <br />Structure //6 (Erodrb(e Channel) <br />Natural Channel to P-4 <br />Trapezoidal Erodible Channel Inputs: <br />Material: Coarse gravel noncolloidal <br />Bottom LeR Righ[ Freeboard keelward Freeboard LJmltlng <br />Width (R) Sideslope Sldeslope Slope (°,6) Monolog's n <br />° Velocity (fps) <br />RaOo Ratio h of Depth Mult. x (VxD) <br />Depth (ft) <br />10.00 2.0:1 2.0:1 14.7 0.0250 6.0 <br />Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 69.61 uYs <br />Depth: 0.46 R <br />Top Width: 11.85 ft <br />Velocity: 12.79 fps <br />X-Section Area: 5.05 sq R <br />Hydraulic Radius: 0.419 <br />Froude Number: 3.45 <br />Structure #7 (Pond) <br />Pond P-4 Mining <br />Pond Inputs: <br />Inibal Pool Elev: 6,847.50 <br />Initial Pool: 0.00 ac-R <br />'Sediment Storage: 0.00 ac-R <br />Dead Space: 20.00 °h <br />*No sediment capaaty defined <br />Emergenty Spillwav <br />~~ <br />Filename: 1645A P4-100-24.sc4 Pdnted 01-19-2001 <br />