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Headwater <br />(ft) <br />Discharge <br />(cfs) <br />(42 in) <br />Discharge <br />(cfs) <br />( 45 in) <br />Discharge <br />(cfs) <br />( 48 in) <br />0.40 <br />1.93 <br />2.02 <br />2.09 <br />0.80 <br />6.23 <br />6.65 <br />7.05 <br />1.20 <br />10.97 <br />11.98 <br />12.95 <br />1.60 <br />15.38 <br />17.03 <br />18.67 <br />2.00 <br />19.36 <br />21.64 <br />23.94 <br />2.40 <br />23.02 <br />25.84 <br />28.77 <br />2.80 <br />29.11 <br />31.06 <br />33.21 <br />3.20 <br />36.13 <br />38.44 <br />40.88 <br />3.60 <br />43.59 <br />46.62 <br />49.51 <br />4.00 <br />50.84 <br />55.01 <br />58.71 <br />4.40 <br />56.62 <br />62.99 <br />67.99 <br />4.80 <br />63.98 <br />69.99 <br />75.98 <br />5.20 <br />70.58 <br />78.10 <br />85.05 <br />5.60 <br />76.61 <br />85.44 <br />93.93 <br />6.00 <br />82.20 <br />92.20 <br />102.04 <br />SEDCAD 4.0 <br />reinvrinhf 1OOR_)(V1) Pnmcln 1 Crhui =h <br />Culvert Inputs: <br />Culvert Results: <br />Design Flow for Culvert C -1 <br />Max. <br />Length (ft) Slope ( %) Manning's n Headwater <br />(ft) <br />Tailwater <br />(ft) <br />Entrance <br />Loss Coef. <br />(Ke) <br />100.00 0.02 0.0150 4.00 0.00 0.90 <br />Minimum pipe diameter: 1 - 45 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 51.82 cfs <br />Maximum Headwater = 4.00 ft <br />(BOLD indicates design pipe size) <br />1 <br />SEDCAD Utility Run Printed 04 -29 -2011 <br />