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SEDCAD 4.0 <br />r „~nm moo o~.wi~ 1 Cnh~.roh <br />Drop Inlet with 6-Inch Discharge Pipe <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Ccef. <br />(ft) (ft) (Ke) <br />10.00 2.00 0.0160 1.20 0.00 0.50 <br />Culvert Results: <br />n <br />L_J <br />• <br />Minimum pipe diameter: 1 - 6 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 0.80 cfs <br />Maximum Headwater = 1.20 ft <br />(BOLD indicates design pipe size) <br /> <br />Headwater <br />(ft) Discharge <br />(ds) <br /> <br />(4 in) Discharge <br />(ds) <br /> <br />(6 in) Discharge <br />(cfs) <br /> <br />(8 in) <br />0.12 0.04 0.06 0.07 <br />0.24 0.09 0.13 0.17 <br />0.36 0.15 0.23 0.30 <br />0.48 0.21 0.35 0.47 <br />0.60 0.25 0.48 0.65 <br />0.72 0.29 0.59 0.84 <br />0.84 0.32 0.68 1.01 <br />0.96 0.34 0.76 1.19 <br />1.08 0.37 ~ 0.82 1.34 <br />1.20 0.39 0.88 1.46 <br />1.32 0.41 0.93 1.57 <br />1.44 0.43 0.99 1.69 <br />1.56 0.45 1.04 1.80 <br />1.68 0.47 1.10 1.89 <br />1.80 0.49 1.15 1.98 <br /> <br />SEDCAD Utility Run <br />RSS -43 <br />Printed 09-23-2002 <br />New 9/02 <br />