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SEDCAD 4.0 <br />c~~.,d,.n. i °oa oamom ~ c~n,.nn <br /> <br />~ Drop Inlet with 4-Inch Discharge Pipe <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (R) Slope (%) Manning's n Headwater Loss Coef. <br />(R) (R) (Ke) <br />10.00 2.00 0.0160 0.80 0.00 0.6( <br />Culvert Results: <br /> <br />• <br />SEDCAD Utility Run <br />Minimum pipe diameter: 1 - 4 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 0.30 cfs <br />Maximum Headwater = 0.80 ft <br />(BOLD indicates design pipe size) <br /> <br />Headwater <br />(R) Dixharge <br />(cfs) <br />(2 in) Discharge <br />(cfs) <br />(4 in) Discharge <br />(cfs) <br />(6 in) <br />0.08 0.00 0.03 0.04 <br />0.16 0.01 0.06 0.08 <br />0.24 0.01 0.09 0.13 <br />0.32 0.02 0.13 0.19 <br />0.40 0.02 0.17 0.27 <br />0.48 0.02 0.21 0.35 <br />0.56 0.03 0.24 0.44 <br />0.64 0.03 0.27 0.52 <br />0.72 0.03 ~ 0.29 0.59 <br />0.80 0.04 0.31 0.65 <br />0.88 0.04 0.33 0.70 <br />0.96 0.05 0.34 0.76 <br />1.04 0.05 0.36 0.61 <br />1.12 0.05 0.35 0.85 <br />1.20 0.06 0.39 0.90 <br />Printetl 09-23-2002 <br />RSS -42 New 9/02 <br />