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SEDCAD 4.0 <br />rn -inh4 1 QafL7ni n P-i. I cz h-h <br />Culvert Inputs: <br />Culvert Results: <br />SEDCAD Utility Run <br />TR -91 <br />Culvert 6 -29 <br />Max. Entrance <br />Length (ft) Slope ( %) Manning's n Headwater Tailwater (ft) Loss Coef. <br />(ft) (Ke) <br />37.00 2.00 0.0240 3.50 0.00 0.90 <br />Minimum pipe diameter: I - 36 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 35.94 cfs <br />Maximum Headwater = 3.50 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(ft) <br />Discharge <br />(cfs) <br />( 30 in) <br />Discharge <br />(cfs) <br />( 36 in) <br />Discharge <br />(cfs) <br />( 42 in) <br />0.35 <br />1.09 <br />1.31 <br />1.52 <br />0.70 <br />3.07 <br />3.68 <br />4.29 <br />1.05 <br />5.63 <br />6.76 <br />7.89 <br />1.40 <br />8.67 <br />10.41 <br />12.14 <br />1.75 <br />12.12 <br />14.54 <br />16.97 <br />2.10 <br />15.93 <br />19.12 <br />22.30 <br />2.45 <br />20.07 <br />24.09 <br />28.10 <br />2.80 <br />24.53 <br />29.43 <br />34.34 <br />3.15 <br />25.93 <br />35.12 <br />40.97 <br />3.50 <br />31.84 <br />41.13 <br />47.99 <br />3.85 <br />34.97 <br />45.71 <br />55.36 <br />4.20 <br />37.74 <br />50.23 <br />62.08 <br />4.55 <br />40.02 <br />54.37 <br />68.20 <br />4.90 <br />42.18 <br />58.22 <br />73.85 <br />5.25 <br />44.23 <br />61.82 <br />79.09 <br />Exh- 8- 32xxxii <br />1 <br />Printed 12 -16 -2014 <br />12/14 <br />