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SEDCAD 4.0 <br />rnn.,q,.6e t00e Pamela ~ Crhu,a6 <br />1 <br />Culverk C1-5: HPDE Design, Single Pipe - 40 Degree <br />j83.9%) Slope <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) slope (%) Manning's n Headwater Loss Coef. <br />200.00 83.90 0.0100 3.25 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 36 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 35.54 cfs <br />Maximum Headwater = 3.25 ft <br />(BOLD indicates design pipe size) <br /> <br />Headwater <br />(ft) Discharge <br />(cfs) <br /> <br />( 30 in) Discharge <br />(cfs) <br /> <br />(36 in) Discharge <br />(cfs) <br /> <br />(42 in) <br />0.32 0.98 1.17 1.36 <br />0.65 2.74 3.29 3.84 <br />0.97 5.04 6.05 7.06 <br />1.30 7.76 9.31 10.86 <br />1.63 10.84 13.01 15.18 <br />1.95 14.26 17.11 19.96 <br />Z.28 17.96 21.56 26.16 <br />2.60 21.95 26.34 30.72 <br />2.93 26.07 31.42 36.66 <br />3.25 29.41 36.80 42.94 <br />3.58 32.54 42.16 49.54 <br />3.90 35.39 46.38 66.44 <br />4.23 36.03 50.53 62.57 <br />4.55 40.50 54.36 68.20 <br />4.88 42.83 57.94 73.45 <br />SEDCAD Utility Run Printed 06-06-2007 <br />