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SEDCAD 4 for Windows <br />!`nn.,rin h4 100A 9n1n D -1e I Q,k--h <br />N <br />Stability Stability <br />Capacity Capacity <br />Class D w/o Class D w/ <br />Class B w/o Class B w/ <br />Freeboard Freeboard <br />Freeboard Freeboard <br />Froude Number: 0.93 <br />0.35 <br />Roughness 0.0494 <br />0.1392 <br />Coefficient: <br />6.0 <br />Structure #8 (Culvert <br />C-3 Culvert <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater () ft Loss Coef. <br />(ft) (Ke) <br />300.00 1.50 0.0150 2.00 0.00 0.9( <br />Culvert Results: <br />Design Discharge = 6.01 cfs <br />Minimum pipe diameter: 1 - 15 inch pipe(s) required <br />Structure #5 (Ve_Oetated Channel <br />GD -1 Ditch <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Smooth brome <br />Left Right Retard <br />Bottom ance <br />Freeboard <br />Freeboard Freeboard <br />Limiting <br />Sideslope Sideslope Slope (%) Classes <br />Width (ft) Ratio Ratio <br />Mult. x <br />Depth (ft) % of Depth <br />Velocity <br />(fps) <br />Depth: <br />(VxD) <br />0.64 ft <br />7.00 2.0:1 2.0:1 6.0 D, B <br />8.37 ft <br />6.0 <br />Vegetated Channel Results: <br />Filename: Gossard Pond 100 YR Event w-100 GPM Inflow.sc4 Printed 04-28-2020 <br />Stability Stability <br />Class D w/o Class D w/ <br />Freeboard Freeboard <br />Capacity Capacity <br />Class B w/o Class B w/ <br />Freeboard Freeboard <br />Design Discharge: <br />7.13 cfs <br />7.13 cfs <br />Depth: <br />0.34 ft <br />0.64 ft <br />Top Width: <br />8.37 ft <br />9.56 ft <br />Velocity: <br />2.70 fps <br />1.34 fps <br />X -Section Area: <br />2.64 scl ft <br />5.31 scl ft <br />Hydraulic Radius: <br />0.309 ft <br />0.538 ft <br />Froude Number: <br />0.85 <br />0.32 <br />Roughness <br />Coefficient: <br />0.0616 <br />0.1794 <br />Filename: Gossard Pond 100 YR Event w-100 GPM Inflow.sc4 Printed 04-28-2020 <br />