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SEDCAD 4.0 <br />r......:..M goon o.....e4. i c..ti....�. <br />U <br />C -3 North Pipe <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Lengtli (ft) slope ( %) Manning's n Headwater Loss Coef. <br />(ft) (ft) Loss <br />54.40 1.50 0.0150 2.50 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1- 24 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 14.69 cfs <br />Maximum Headwater = 2.50 ft <br />(BOLD indicates design pipe size) <br />• <br />Headwater <br />(ft) <br />Discharge <br />( <br />( 21 in) <br />Discharge <br />(S) <br />( 24 in) <br />Discharge <br />(cfs) <br />( 30 in) <br />0.25 <br />0.47 <br />0.54 <br />0.67 <br />0.50 <br />1.30 <br />1.48 <br />1.85 <br />0.75 <br />2.38 <br />2.72 <br />3.40 <br />1.00 <br />3.67 <br />4.19 <br />5.24 <br />1.25 <br />5.12 <br />5.85 <br />7.32 <br />1.50 <br />6.73 <br />7.69 <br />9.62 <br />1.75 <br />8.48 <br />9.70 <br />12.12 <br />2.00 <br />10.36 <br />11.84 <br />14.81 <br />2.25 <br />11.91 <br />14.13 <br />17.67 <br />2.50 <br />13.33 <br />16.09 <br />20.69 <br />2.75 <br />14.61 <br />17.89 <br />23.87 <br />3.00 <br />15.78 <br />19.52 <br />26.90 <br />3.25 <br />16.88 <br />21.02 <br />29.41 <br />3.50 <br />17.91 <br />22.43 <br />31.84 <br />3.75 <br />18.88 <br />23.75 <br />34.10 <br />SEDCAD Utility Run <br />Printed 044)8 -2009 <br />