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SEDCAD 4.0 <br />l:mm~inM IOPa Pamala 1 CrMUaM1 <br />0 <br />Culvert Inputs: <br />Max Tallwater Entrance <br />Length (ft) Slope (°/P) Manning's n Headwater Loss Coef. <br />46.00 0.02 0.0240 1.00 0.50 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 15 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 1.43 cfs <br />Maximum Headwater = 1.00 ft <br />(BOLD indicates design pipe size) <br /> <br />Headwater <br />(ft) Discharge <br />(ds) <br />(12 in) Discharge <br />(cfs) <br />(15 in) Discharge <br />(cfs) <br />(18 1n) <br />o.io o.oo o.oo o.oD <br />o.2D o.oo o.oo o.oD <br />0.30 0.00 0.00 O.OD <br />0.40 O.DO 0.00 D.00 <br />0.50 0.11 0.20 D.31 <br />0.60 0.45 0.69 1.05 <br />0.70 0.71 0.97 1.47 <br />0.80 0.94 1.27 1.76 <br />0.90 1.16 1.56 2.04 <br />1.00 1.38 1.86 2.34 <br />1.10 1.50 2.15 2.69 <br />1.20 1.61 2.42 3.07 <br />1.30 1.72 2.56 3.47 <br />1.40 1.83 2.71 3.65 <br />1.50 1.95 2.85 4.29 <br /> <br />~~ ~' <br />..~/ <br />Printed 12-D2-2004 <br />SEDCAD Utility Run TR-06 12.4-30 <br />