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SEDCAD 4.0 <br />r`nn ,-Kf 1 QQR_Onn9 P -i. I C,h \Mah <br />Culvert C14A downsteam of Culvert C14 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater () ft Loss Coef. <br />(ft) (Ke) <br />82.00 5.00 0.0240 3.80 0.00 0.90 <br />Culvert Results: <br />SEDCAD Utility Run <br />TR -60 <br />Minimum pipe diameter: 1 - 36 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 44.40 cfs <br />Maximum Headwater = 3.80 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 />0.38 <br />1.23 <br />1.48 <br />1.72 <br />0.76 <br />3.47 <br />4.16 <br />4.86 <br />1.14 <br />6.37 <br />7.65 <br />8.92 <br />1.52 <br />9.81 <br />11.77 <br />13.74 <br />1.90 <br />13.71 <br />16.45 <br />19.19 <br />2.28 <br />18.02 <br />21.63 <br />25.23 <br />2.66 <br />22.71 <br />27.25 <br />31.79 <br />3.04 <br />27.20 <br />33.29 <br />38.85 <br />3.42 <br />31.08 <br />39.73 <br />46.35 <br />3.80 <br />34.54 <br />45.03 <br />54.29 <br />4.18 <br />37.68 <br />49.98 <br />61.79 <br />4.56 <br />40.57 <br />54.48 <br />68.37 <br />4.94 <br />43.27 <br />58.63 <br />74.46 <br />5.32 <br />45.82 <br />62.51 <br />80.10 <br />5.70 <br />48.23 <br />66.17 <br />85.36 <br />EXH- 19(18) -8 <br />1 <br />Printed 12 -06 -2011 <br />12/30/11 <br />