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SEDCAD 4 for Windows <br />f'-...;nM 4000 1Jnn7 D-1. I CnL....?4. <br />87 <br />Left <br />. Right Retardance Freeboard Freeboard FFeeboard Limiting <br />Sideslope Sideslope Slope (%) Classes Mult. x Velocity <br />Ratio Ratio Depth (ft) % of Depth (VxD) (fps) <br />4.0:1 2.0:1 51.0 D, B 0.30 5.0 <br />Vegetated Channel Results: <br /> Stability <br />Class D w/o <br />Freeboard Stability <br />Class D w/ <br />Freeboard Capacity <br />Class B w/o <br />Freeboard Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: 0.49 cfs 0.49 cfs <br />Depth: 0.23 ft 0.53 ft 0.41 ft 0:71 ft <br />Top Width: 1.40 ft 3.20 ft 2.45 ft, 4.25 ft <br />Velocity: 2.99 fps 0.97 fps_ <br />X-Section Area: 0.16 sq ft 0.50 sq ft <br />Hydraulic Radius: 0.111 ft 0.194 ft <br />Froude Number: 1.54 0.38 <br />Roughness <br />Coefficient: 0.0818 0.3639 <br />L` <br />Structure #19 (Erodible Channel) <br />D2R-4B <br />Triangular Erodible Channel Inputs: <br />Material: Graded silts to cobbles when colloidal <br /> <br />Left Right Freeboard Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) Manning's n Mult. x Velocity <br />Ratio Ratio Depth (ft) % of Depth (VxD) (fps) <br />2.0:1 2.0:1 5.0 0.0300 0.30 5.5 <br />Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 3.23 cfs <br />Depth: 0.59 ft 0.89 ft <br />Top Width: 2.37 ft 3.57 ft <br />Velocity: 4.59 fps <br />X-Section Area: 0.70 sq ft <br />Hydraulic Radius: 0.265 ft <br />Froude Number: 1.48 <br />Structure #18 (Erodible Channe/) <br />D2R-4 <br />Trapezoidal Erodible Channel Inputs: <br />Filename: MB-2R.sc4 Printed 10-23-2008