Laserfiche WebLink
SEDCAD 4.0 <br />f04aan1no= ,.,.,J, i a.�....�h <br />Wvert <br />Culvert Inputs: <br />Mak. Entrance <br />Length (ft) Slope (46) Manning's n Headwater Tallwater (ft) Lass Coef. <br />00 (Ke) <br />20.00 2.00 0.0240 3.50 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: I - 24 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 21.41 cfs <br />Maximum Headwater = 3.50 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(ft) <br />Discharge <br />(crs) <br />( 21 In) <br />Discharge <br />(cfs) <br />(24 in) <br />Discharge <br />(cfs) <br />{ 30 in) <br />0.35 <br />0.76 <br />0.88 <br />1.09 <br />0.70 <br />2.15 <br />2.46 <br />3.07 <br />1.05 <br />3.95 <br />4.51 <br />5.63 <br />1.40 <br />6.07 <br />6.94 <br />8.67 <br />1.75 <br />8.27 <br />' 9.56 J <br />8.69 <br />12.74 <br />12.12 <br />15.93 <br />u 2.10 <br />2.45 <br />13.05 <br />14.OS <br />20.07 <br />2.80 <br />14.78 <br />18.23 <br />24.53 <br />3.15 <br />16.24 <br />20.44 <br />25.93 <br />3.50 <br />17.56 <br />22.43 <br />31.84 <br />3.85 <br />18.79 <br />24.26 <br />34.97 <br />4.20 <br />19.94 <br />25.89 <br />37.83 <br />4.55 <br />21.04 <br />27.41 <br />46.50 <br />4.90 1 <br />22.08 <br />28.85 <br />42,99 <br />5.25 1 <br />23.07 <br />30.22 <br />45.35 <br />Flow derived from: <br />©itch F16 21.41 cfs <br />SEDCAD Utility Run <br />o�4Rpa 0`1.1L:Fys't <br />s tpG' <br />Printed 004 -2014 <br />MR -161 App. B -101 09114 <br />