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SEDCAD 4.0 <br />Culvert C-5 <br />Culvert Inputs: <br />Max. Entrance <br />Length (ft) Slope (%) Manning's n Headwater Tailwater (ft) Loss Coef. <br />(ft) (Ke) <br />1 300.00 2.00 0.0240 2.50 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 30 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 17.93 cfs <br />Maximum Headwater = 2.50 ft <br />(BOLD indicates design pipe size) <br />Contributing Flow: <br />Culvert C -13 = 11.57 cfs <br />Culvert C-4 = 6.36 cfs <br />Total: 17.93 cfs <br />SEDCAD Utility Run <br />TR-91 <br />Exh. 8-32viii <br />I <br />Printed 08-28-2014 <br />09/14 <br />Discharge <br />Discharge <br />Discharge <br />Headwater <br />(cfs) <br />(ciS) <br />(cfs) <br />(ft) <br />( 24 in) <br />30 in) <br />36 in) <br />0.25 <br />0.54 <br />0.67 <br />0.80 <br />0.50 <br />1.48 <br />1.85 <br />2.23 <br />0.75 <br />2.72 <br />3.40 <br />4.08 <br />1.00 <br />4.19 <br />5.24 <br />6.28 <br />1.25 <br />5.85 <br />7.32 <br />8.78 <br />1.50 <br />7.69 <br />9.62 <br />11.S4 <br />1.75 <br />9.70 <br />12.12 <br />14.54 <br />1 2.00 <br />11.84 14.81 17.77 <br />2.25 <br />13.53 <br />17.67 <br />21.20 <br />2.50 <br />14.23 <br />........... - . ......... . ..... <br />20.69 <br />24.83 <br />2.75 <br />. ..... ..... .. <br />3.00 <br />, -.- ... . ........ <br />3.25 <br />. . <br />3.50 <br />3.75 <br />17.49 <br />17.82 .... <br />18.13 <br />.... .......... . ........ 11 1. - <br />18.43 <br />18.71 <br />23.87 <br />............ . ..... -1 . ...... <br />25.73 <br />. .. .. .. . .. .............. <br />26.34 <br />I .. ... . .. . .......... <br />31.54 <br />32.28 <br />28.65 <br />--- ---------- <br />32.64 <br />36.80 <br />41.13 <br />44.35 <br />Exh. 8-32viii <br />I <br />Printed 08-28-2014 <br />09/14 <br />