Laserfiche WebLink
101 <br />SEDCAD 4.0 <br />Culvert C-4 <br />Culvert Inputs: <br />Max. Entrance <br />Length (ft) Slope (%) Manning's n Headwater Tailwater (ft) Loss Coef. <br />(ft) (Ke) <br />300.00 2.00 0.0240 1.40 0.00 0.51 <br />Culvert Results: <br />Contributing Flow: <br />Ditch C-4 = 6.36 cfs <br />SEDGAD Utility Run <br />TR-91 <br />Minimum pipe diameter: 1 - 24 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 6.36 cfs <br />Maximum Headwater = 1.40 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(ft) <br />Discharge <br />(ds) <br />21 In) <br />Discharge <br />(cfs) <br />24 in) <br />Discharge <br />(cfs) <br />30 in) <br />0.14 <br />0.30 <br />0.22 <br />0.28 <br />0.28 <br />0.54 <br />0.62 <br />0.78 <br />. . . . .... ......... . . <br />0.42 <br />1.01 <br />1.54 <br />2.15 <br />- - ------- <br />1.14 <br />1.76 <br />2.46 <br />... <br />1.43 <br />2.19 <br />3.07 <br />0.56 <br />0.70 <br />0.84 <br />..... . .. ....... - -------- <br />0.98 <br />1.12 <br />2.82 <br />3.56 <br />4.35 <br />1 5.18 <br />-6.07, <br />7.00 <br />7.98 <br />3.22 <br />4.06 <br />4.97 <br />5.92 <br />6.94 <br />8.00 <br />9.12 <br />4.03 <br />5.08 <br />6.20 <br />7.40 <br />8.67 <br />10.00 <br />11.40 <br />1.26 <br />1.40 <br />1.54 <br />1.68 <br />1.82 <br />. ..... ---._.-......_-.-.....---------- <br />8.88 <br />10.08 <br />11.03 <br />10.28 <br />11.49 <br />12.74 <br />12.85 <br />14.36 <br />15.93 <br />1.96 <br />2.10 <br />Exh. 8-32vii <br />1 <br />Printed 08-28-2014 <br />09/14 <br />