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SEDCAD 4 for Windows <br />• <br />• <br />Structure #2 (Culvert) <br />Existing Culvert 1 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) slope (%) Manning's n Headwater ft Loss Coef. <br />(ft) () (Ke) <br />50.00 3.00 0.0150 3.00 3.00 0.90 <br />w/o Freeboard w/ Freeboartl <br />Hydraulic Radius: 0.139 <br />Fronde Number: 1.04 <br />Culvert Results: <br />Design Discharge = 0.59 cfs <br />Minimum pipe diameter: 1 - 6 inch pipe(s) required <br />Structure #4 (Cu/vertJ <br />New Culvert 1 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (R) Slope (%) Manning's n Headwater Loss Coef. <br />50.00 3.00 0.0150 3.00 3.00 0.9( <br />Culvert Results: <br />Design Discharge = 1.05 cfs <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />• <br />Filename: West Haul Road New Culvert i.sc4 <br />s <br />Printed 05-10-2006 <br />