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SEDCAD 4.0 <br />Culvert K-3 <br />Culvert Inputs: <br />Max. Entrance <br />Length (ft) Slope (%) Manning's n Headwater Tallwater (ft) Loss Goef. <br />(ft) (Ke) <br />80.00 50.00 0.0150 0.40 0.00 0.90 <br />Culvert Results: <br />SEDCAD Utility Run <br />TR-91 <br />Minimum pipe diameter: 1 - 24 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 1.00 cfs <br />Maximum Headwater = 0.40 ft <br />(BOLD indicates design pipe size) <br />Exh. 8-32xxvii <br />1 <br />Printed 06-25-2014 <br />09/14 <br />Discharge Discharge Discharge <br />Headwater <br />(cfs) <br />lds) <br />(cfs) <br />(ft) <br />- <br />( 21 in) <br />24 in) <br />30 In) <br />0.04------.-------0.04 <br />0.05 <br />-0.06------ <br />0.08 <br />0.09 <br />0.10 <br />0.12 <br />0.12 <br />0.16 <br />0.18 <br />0.22 <br />0.16 <br />0.24 <br />0.33 <br />0.27 <br />0.38 <br />0.34 <br />0.47 <br />0.20 <br />0.24 <br />0.43 <br />0.49 <br />0.62 <br />0.28 <br />0.54 <br />0.62 <br />0,78 <br />0,32 <br />0.66 <br />0.76 <br />0.95 <br />0.36 <br />0.79 <br />0.90 <br />1.13 <br />------ 0.40 <br />0.93 <br />1.06 <br />1,32 <br />0.44 <br />1.07 <br />1.22 <br />1.53 <br />0.48 <br />1.22 <br />1.39 <br />1.74 <br />0.52 <br />0.56 <br />1.37 <br />1.54 <br />1.70---- <br />1.57 <br />1.76 <br />1.95- <br />1.96 <br />2.19 <br />2.43 <br />Exh. 8-32xxvii <br />1 <br />Printed 06-25-2014 <br />09/14 <br />