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SEDCAD 4 for Windows <br />• Max. Entrance <br />Length (ft) Slope (%) Manning`s n Headwater Taihvater Loss Coef. <br />(ftj (ft) (Ke) <br />106.00 5.94 0.0240 4.20 0.00 0.70 <br />Culvert Results: <br />Design Discharge = 71.97 cfs <br />Minimum pipe diameter: 1 - 48 inch pipes} required <br />Structure #10 (Cu/vert.J <br />122115 Cross Cu/vent 2 <br />Culvert Inputs: <br />Max. Eritrance <br />Length (ft) Slope (%) .Manna -Tailwater <br />ng's n Headwater ~ Loss Coef. <br />(ft) (ft) (Ke) <br />105.00 6.67 0,0240 4.80 0.00 0.70 <br />Culvert Results: <br />Design Discharge = 73.20 cfs <br />Minimum pipe diameter: 1 - 45 inch pipe(s) required <br />• Structure #11 (Nu/Q <br />121120 Null <br />Structure #12 (Null <br />1i9t10 Nu// <br />Structure #14 (Nu/~ <br />IIOfBO Nu// <br />Structure #16 (Nu//) <br />ZOS+00 Null <br />Structure #18 (Nul/J <br />95f80 Nul/ <br />Structure #19 (Null1 <br />95+00 Null <br />Structure #21 LCulvert) <br />• 84,`10 Cross Cu/vert 1 <br />Culvert Inputs: <br />Filename: Sylvester Gulch 6 100.yr.sc4 <br />23 <br />Printed 06-02-2005 <br />