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SEDCAD 4.0 <br />r.,..,,.:,.n~ mow o.,..vi~ i c~M.,~n <br />1 <br />~ Flexible Pipe that Accepts flow from 4" Grated Drain & <br />4" Drain Near Shop <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />100.00 50.00 0.0240 0.60 0.00 0.90 <br />Culvert Results: <br /> <br />• <br />Minimum pipe diameter: 1 - 6 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 0.40 cfs <br />Maximum Headwater = 0.60 ft <br />(BOLD indicates design pipe size) <br /> <br />Headwater <br />(ft) Discharge <br />(~s) <br /> <br />(4in) Discharge <br />(~) <br /> <br />(bin) Discharge <br />(~) <br />) <br />(bin <br />0.06 0.02 0.03 0.03 <br />0.12 0.04 0.06 0.07 <br />0.18 0.07 0.09 0.11 <br />0.24 0.09 0.13 0.17 <br />0.30 0.11 0.17 0.23 <br />0.36 0.15 0.23 0.30 <br />0.42 0.18 0.29 0.38 <br />0.48 0.21 0.35 0.47 <br />0.54 0.23 0.41 0.55 <br />0.60 0.26 0.48 0.65 <br />0.66 0.28 0.53 0.75 <br />0.72 0.30 0.59 0.85 <br />0.78 0.32 0.63 0.95 <br />0.84 0.33 0.68 1.04 <br />0.90 0.35 0.72 1.12 <br />SEDCAD Utility Run <br />RSS - 42ii <br />Printed 10-09-2002 <br />10/02 <br />