Laserfiche WebLink
SEDCAD 4.0 <br />("nn rinhi 10oa_On1 n D -In I Crh-h <br />Culvert C -18 <br />Culvert Inputs: <br />Max. Entrance <br />Length (ft) Slope ( %) Manning's n Headwater Tailwater (ft) Loss Coef. <br />(ft) (Ke) <br />80.00 2.00 0.0240 2.00 0.00 0.90 <br />Culvert Results: <br />Contributing Flow: <br />Ditch C23 9.88 cfs <br />SEDCAD Utility Run <br />TR -91 <br />Minimum pipe diameter: 1 - 24 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 9.88 cfs <br />Maximum Headwater = 2.00 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(ft) <br />Discharge <br />(cfs) <br />( 21 in) <br />Discharge <br />(cfs) <br />( 24 in) <br />Discharge <br />(cfs) <br />( 30 in) <br />0.20 <br />0.33 <br />0.38 <br />0.47 <br />0.40 <br />0.93 <br />1.06 <br />1.33 <br />0.60 <br />1.71 <br />1.95 <br />2.43 <br />0.80 <br />2.62 <br />3.00 <br />3.75 <br />1.00 <br />3.67 <br />4.19 <br />5.24 <br />1.20 <br />4.82 <br />5.50 <br />6.88 <br />1.40 <br />6.07 <br />6.94 <br />8.67 <br />1.60 <br />7.42 <br />8.48 <br />10.59 <br />1.80 <br />8.59 <br />10.11 <br />12.64 <br />2.00 <br />8.96 <br />11.85 <br />14.81 <br />2.20 <br />10.42 <br />13.12 <br />17.08 <br />2.40 <br />12.54 <br />13.46 <br />19.46 <br />2.60 <br />13.03 <br />16.83 <br />21.95 <br />2.80 <br />13.51 <br />18.01 <br />24.53 <br />3.00 <br />13.96 <br />18.67 <br />26.80 <br />Exh. 8 -32xxx <br />1 <br />Printed 11 -06 -2014 <br />10/14 <br />