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SEDCAD 4.0 <br />Culvert 3-10 (temporary) <br />Culvert Inputs: <br />Max. Entrance <br />Length (ft) Slope (%) Manning's n Headwater Tailwater (ft) Loss Coef. <br />(ft) (Ke) <br />30.00 10.00 0.0260 1.20 0.00 0.90 <br />Culvert Results: <br />Flow Derived From: <br />Ditch J10 4.90 cfs <br />SEDCAD Utility Run <br />MR -159 <br />Minimum pipe diameter: 1 - 24 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 4.90 cfs <br />Maximum Headwater = 1.20 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />Discharge <br />(cfs) <br />( 21 In) <br />Discharge <br />(cfs) <br />( 24 in) <br />Discharge <br />(cfs) <br />( 30 in) <br />0.12 <br />0.24 <br />0.16 <br />0.18 <br />0.22 <br />0.43 0.49 <br />0.62 <br />0.36 <br />0.79 <br />0.91 <br />1.14 <br />0.48 <br />1.22 <br />1.40 <br />1.74 <br />0.60 <br />1.71 <br />2.24 <br />2.82 <br />3.45 <br />4.11 <br />4.82 <br />5.56 <br />6.33 <br />7.14 <br />7.98 <br />1.95 <br />2.56 <br />3.23 <br />3.94 <br />4.70 <br />5.51 <br />6.35 <br />7.24 <br />8.16 <br />9.12 <br />2.44 <br />3.20 <br />4.03 <br />4.93 <br />5.88 <br />6.88 <br />7.94 <br />9.05 <br />10.20 <br />11.40 <br />0.72 <br />0.84 <br />0.96 <br />1.08 <br />1.20 <br />1.32 <br />1.44 <br />1.56 <br />1.68 <br />1.80 <br />8.85 <br />10.11 <br />12.64 <br />Volume XI, App. B-84 <br />o�PpO LIQ,/ <br />STOL• ;FO <br />43402 x: <br />oFFSSION A1. � ;4 <br />Printed 08 -28 -2014 <br />08/14 <br />