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SEDCAD 4.0 <br />r-inhf 10CR_9n in Pamela i CrMuah <br />Culvert 15A <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater () ft Loss Coef. <br />(ft) (Ke) <br />100.00 2.00 0.0150 1.15 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1- 72 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 14.90 cfs <br />Maximum Headwater = 1.15 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(ft) <br />Discharge <br />(c s ) <br />( 66 in) <br />Discharge <br />(S) <br />( 72 in) <br />Discharge <br />(cfs) <br />( 84 in) <br />0.11 <br />0.45 <br />0.49 <br />0.57 <br />0.23 <br />1.27 <br />1.39 <br />1.62 <br />0.34 <br />2.33 <br />2.55 <br />2.97 <br />0.46 <br />3.60 <br />3.92 <br />4.57 <br />0.57 <br />5.02 <br />5.48 <br />6.39 <br />0.69 <br />6.60 <br />7.20 <br />8.40 <br />0.81 <br />8.32 <br />9.07 <br />10.59 <br />0.92 <br />10.16 <br />11.09 <br />12.93 <br />1.03 <br />12.13 <br />13.23 <br />15.43 <br />1.15 <br />14.20 <br />15.49 <br />18.08 <br />1.26 <br />16.38 <br />17.87 <br />20.85 <br />1.38 <br />18.67 <br />20.37 <br />23.76 <br />1.50 <br />21.05 <br />22.96 <br />26.79 <br />1.61 <br />23.53 <br />25.66 <br />29.94 <br />1.73 <br />26.09 <br />28.46 <br />33.21 <br />1 <br />SEDCAD Utility Run Printed 01 -27 -2011 <br />TRO1 -10 20.5.3- E2- G -2.55d 12/10 <br />