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SEDCAD 4.0 <br />rnnkirinht 1QQ$% Pamato I Crhwah <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater (ft) Loss Coef. <br />(ft) (Ke) <br />110.00 2.50 0.0240 3.50 0.00 0.9( <br />Culvert Results: <br />Minimum pipe diameter: 10 15 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 5.10 cfs <br />Maximum Headwater = 3.50 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(ft) <br />Discharge <br />ffs) <br />12 In) <br />Discharge <br />(cfs) <br />15 in) <br />Discharge <br />(cfs) <br />18 in) <br />0.35 <br />0.46 <br />1.23 <br />0.56 <br />1.54 <br />0.66 <br />1.84 <br />0.70 <br />1.05 <br />2.23 <br />2.82 <br />3.38 <br />1.40 <br />2.86 <br />4.25 <br />5.20 <br />1.75 <br />3.26 <br />5.46 <br />7.25 <br />2.10 <br />3.40 <br />5.88 <br />8.84 <br />2.45 <br />3.55 <br />6.15 <br />9.50 <br />2.80 <br />3.70 <br />6.40 <br />9.92 <br />3.15 <br />3.83 <br />6.65 <br />10.32 <br />3.50 <br />3.96 <br />4.09 <br />6.88 <br />7.11 <br />10.70 <br />11.07 <br />3.85 <br />4.20 <br />4.21 <br />7.33 <br />11.43 <br />4.55 <br />4.33 <br />7.55 <br />11.78 <br />4.90 <br />4.44 <br />7.76 <br />12.11 <br />5.25 <br />4.56 <br />7.96 <br />12.44 <br />SEDCAD Utility Run Printed 05-28-2009 <br />