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SEDCAD 4 for Windows <br />!`nr., irinh7 Moan -7n1n P—in 1 cz,h,—h <br />0 <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Bottom Left Right Retardance <br />Freeboard Freeboard Freeboard <br />Limiting <br />Sideslope 5ideslope Slope (%) Classes <br />Width (ft} Ratio Ratio <br />Mult. x <br />Depth (ft) °/o of Depth <br />Velocity <br />(fps) <br />Class D w/o <br />(VxD) <br />Class B w/o <br />4.00 1.8:1 7.8:1 1.9 D, B <br />0.30 <br />5.0 <br />Vegetated Channel Results: <br />Structure #38 (Culvert) <br />Culvert G9 Flows into Culvert C-7 <br />Culvert Inputs: <br />Max. Tailwater Fntrance <br />Length (ft) Slope (%) Manning's n Headwater (ft) Loss Coef. <br />(ft) (Ke) <br />202,00 4.03 0.0240 3.00 0.00 0.91 <br />Culvert Results: <br />Design Discharge = 2.07 cfs <br />Minimum pipe diameter: I - 10 inch pipe(s) required <br />Structure #31 (iVull� <br />Basin D flows Into Ditch 5B <br />Structure #32 (Erodible Channel) <br />Ditch 5B flows into Basin D <br />Trapezoidal Erodible Channel Inputs: <br />Material: Shales and hardpans <br />Filename: Basin A- Pond - Basin E.sc4 <br />Printed 10-21-2015 <br />Stability <br />Stability <br />Capacity <br />Capacity <br />Class D w/o <br />Class D w/ <br />Class B w/o <br />Class 8 w/ <br />Freeboard <br />Freeboard <br />Freeboard <br />Freeboard <br />Design Discharge: <br />2,07 cfs <br />2.07 cfs <br />0.77 ft <br />1.07 ft <br />Depth: 0.36 ft 0.66 ft <br />Top Width: <br />7.43 ft <br />10.28 ft <br />11.29 ft <br />0.35 fps <br />14,14 ft <br />Velocity: 1.00 fps <br />X -Section Area: <br />2.06 sq ft <br />5.86 sq ft <br />Hydraulic Radius: <br />0.275 ft <br />0.512 ft <br />Froude Number: <br />0.34 <br />0.09 <br />Roughness Coefficient: <br />0.0864 <br />0.3715 <br />Structure #38 (Culvert) <br />Culvert G9 Flows into Culvert C-7 <br />Culvert Inputs: <br />Max. Tailwater Fntrance <br />Length (ft) Slope (%) Manning's n Headwater (ft) Loss Coef. <br />(ft) (Ke) <br />202,00 4.03 0.0240 3.00 0.00 0.91 <br />Culvert Results: <br />Design Discharge = 2.07 cfs <br />Minimum pipe diameter: I - 10 inch pipe(s) required <br />Structure #31 (iVull� <br />Basin D flows Into Ditch 5B <br />Structure #32 (Erodible Channel) <br />Ditch 5B flows into Basin D <br />Trapezoidal Erodible Channel Inputs: <br />Material: Shales and hardpans <br />Filename: Basin A- Pond - Basin E.sc4 <br />Printed 10-21-2015 <br />