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SEDCAD 4 for Windows <br />!`nn..rin h4 10°A 9n1n D -1e I Q,k--h <br />O <br />Elevation <br />(ft) <br />User- <br />input discharge <br />(cfs) <br />Combined <br />Total <br />Discharge <br />g <br />(cfs) <br />90.00 <br />0.000 <br />0.000 <br />90.01 <br />0.000 <br />0.000 <br />91.00 <br />0.223 <br />0.223 <br />92.00 <br />0.223 <br />0.223 <br />93.00 <br />0.223 <br />0.223 <br />94.00 <br />0.223 <br />0.223 <br />95.00 <br />0.223 <br />0.223 <br />96.00 <br />0.223 <br />0.223 <br />97.00 <br />0.223 <br />0.223 <br />98.00 <br />0.223 <br />0.223 <br />99.00 <br />0.223 <br />0.223 <br />100.00 <br />0.223 <br />0.223 <br />101.00 <br />0.223 <br />0.223 <br />102.00 <br />0.223 <br />0.223 <br />103.00 <br />0.223 <br />0.223 <br />Structure #7 (Culvert <br />C-2 Culvert <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater ft Loss Coef. <br />(ft) () (Ke) <br />75.00 3.00 0.0150 1.00 0.00 0.9( <br />Culvert Results: <br />Design Discharge = 1.25 cfs <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />Structure #11 (Cu/vert <br />C-6 Culvert <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater ft Loss Coef. <br />(ft) () (Ke) <br />50.00 1.50 0.0150 1.00 1.00 0.9( <br />Culvert Results: <br />Design Discharge = 0.58 cfs <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />Structure #10 (Culvert <br />Filename: Gossard Pond 100 YR Event w-100 GPM Inflow.sc4 Printed 04-28-2020 <br />