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SEDCAD 4 for Windows <br />r...,.—k* loop _omn o� -I. i <br />10 <br />Structure #6 (Culvertt <br />Culvert Inputs: <br />Culvert Results: <br />Structure Detail: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater () ft Loss Coef. <br />(ft) (Ke) <br />200.00 2.00 0.0240 6.00 0.00 0.9( <br />Design Discharge = 50.32 cfs <br />Minimum pipe diameter: I - 36 inch pipe(s) required <br />Structure #5 (Null <br />Structure #4 (Vegetated Channel <br />Ditch 5 <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Smooth brome <br />Bottom Left Right Retardance <br />Freeboard Freeboard Freeboard <br />Limiting <br />Width ft Sideslope Sideslope Slope (%) Classes <br />() Ratio Ratio <br />o <br />Depth (ft) /o of Depth Mult. x (VxD) <br />Velocity <br />(fps) <br />12.00 2.0:1 2.0:1 2.0 D, B <br />0.91 ft <br />7.0 <br />Vegetated Channel Results: <br />Structure #3 (Null <br />Structure #2 (Pond <br />Sec 36 East Pond <br />Pond Inputs: <br />Filename: PR04 East Side Ponds 1024.sc4 Printed 03-02-2015 <br />Page Exh. 7-23C-52 Revision Date: 1/19/18 <br />Revision No. TR -118 <br />Stability Stability <br />Class D w/o pass D w/ <br />Freeboard Freeboard <br />Capacity Capacity <br />Class B w/o Class B w/ <br />Freeboard Freeboard <br />Design Discharge: <br />56.11 cfs <br />56.11 cfs <br />Depth: <br />0.91 ft <br />1.39 ft <br />Top Width: <br />15.62 ft <br />17.56 ft <br />Velocity: <br />4.48 fps <br />2.73 fps <br />X -Section Area: <br />12.51 sq ft <br />20.56 sq ft <br />Hydraulic Radius: <br />0.780 ft <br />1.128 ft <br />Froude Number: <br />0.88 <br />0.44 <br />Roughness Coefficient: <br />0.0398 <br />0.0836 <br />Structure #3 (Null <br />Structure #2 (Pond <br />Sec 36 East Pond <br />Pond Inputs: <br />Filename: PR04 East Side Ponds 1024.sc4 Printed 03-02-2015 <br />Page Exh. 7-23C-52 Revision Date: 1/19/18 <br />Revision No. TR -118 <br />