Laserfiche WebLink
SEDCAD 4.0 <br />f'-, nhf 1 °QA.9nn9 P -1. I Crhu,�h <br />Culvert CS Size Check <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater () ft Loss Coef. <br />(ft) (Ke) <br />80.00 2.00 0.0240 1.35 0.00 0.90 <br />Culvert Results: <br />SEDCAD Utility Run <br />TR -60 <br />Minimum pipe diameter: 1 - 18 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 3.77 cfs <br />Maximum Headwater = 1.35 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(ft) <br />Discharge <br />(cfs) <br />( 15 in) <br />Discharge <br />(cfs) <br />(18 in) <br />Discharge <br />(cfs) <br />( 21 in) <br />0.14 <br />0.20 <br />0.20 <br />0.30 <br />0.27 <br />0.37 <br />0.44 <br />0.51 <br />0.41 <br />0.68 <br />0.82 <br />0.96 <br />0.54 <br />1.05 <br />1.25 <br />1.46 <br />0.68 <br />1.46 <br />1.74 <br />2.04 <br />0.81 <br />1.91 <br />2.29 <br />2.67 <br />0.94 <br />2.41 <br />2.89 <br />3.37 <br />1.08 <br />2.82 <br />3.53 <br />4.11 <br />1.22 <br />3.08 <br />4.21 <br />4.91 <br />1.35 <br />3.54 <br />4.78 <br />5.75 <br />1.49 <br />4.18 <br />5.04 <br />6.63 <br />1.62 <br />4.78 <br />5.50 <br />7.56 <br />1.75 <br />5.19 <br />6.34 <br />8.28 <br />1.89 <br />5.34 <br />7.20 <br />8.53 <br />2.03 <br />5.49 <br />8.29 <br />9.01 <br />EXH- 19(18) -15 <br />1 <br />Printed 12 -30 -2011 <br />12/30/11 <br />