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SEDCAD 4.0 <br />el.nre.. WO I cask 00-1. 1 Q,h-.h <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater (ft) Loss Coef. <br />(ft) (Ke) <br />60.00 2.50 0.0240 3.00 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 54 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 45.10 cfs <br />Maximum Headwater = 3.00 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />Discharge <br />(cfs) <br />48 In) <br />Discharge <br />(S) <br />54 in) <br />Discharge <br />(cfs) <br />60 in) <br />0.30 <br />1.38 <br />1.55 <br />1.72 <br />0.60 <br />3.89 <br />4.38 <br />4.87 <br />0.90 <br />7.15 <br />8.05 <br />8.94 <br />1.20 <br />11.01 <br />12.39 <br />13.76 <br />1.50 <br />15.39 <br />17.31 <br />19.23 1 <br />1.80 <br />20.23 <br />22.76 <br />25.28 <br />2.10 <br />25.49 <br />28.67 <br />31.86 <br />2.40 <br />31.14 <br />35.03 <br />38.93 <br />2.70 <br />37.16 <br />41.80 <br />46.45 <br />3.00 <br />43.52 <br />48.96 <br />54.40 <br />3.30 <br />50.21 <br />56.48 <br />62.76 <br />3.60 <br />57.21 <br />64.36 <br />71.51 <br />3.90 <br />64.51 <br />72.57 <br />80.63 <br />4.20 <br />72.09 <br />81.10 <br />90.11 <br />4.50 <br />79.95 <br />89.94 <br />99,t94 <br />SEDCAD Utility Run Printed 05-28-2009 <br />