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SEDCAD 4 for Windows <br />r.— ... inhf 1QQA -�nn7 Pomnln 1 P —hu /.h <br />56 <br />• <br />Structure #99 (Nonerodible Chann <br />D5E -38 <br />Triangular Nonerodible Channel Inputs: <br />Material: Shotcrete <br />i s <br />Left Right <br />Stability <br />Class D w/o <br />Freeboard <br />Stability <br />Class D w/ <br />Freeboard <br />Capacity <br />Class B w/o <br />Freeboard <br />Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: <br />3.26 cfs <br />0.30 <br />3.26 cfs <br />4.06 fps <br />Depth: <br />0.59 ft <br />0.89 ft <br />0.90 ft <br />1.20 ft <br />Top Width: <br />2.36 ft <br />3.56 ft <br />3.61 ft <br />4.81 ft <br />Velocity: <br />4.66 fps <br />2.00 fps <br />X- Section Area: <br />0.70 sq ft <br />1.63 sq ft <br />Hydraulic Radius: <br />0.264 ft <br />0.403 ft <br />Froude Number: <br />1.51 <br />0.53 <br />Roughness Coefficient: <br />0.0547 <br />0.1692 <br />Structure #99 (Nonerodible Chann <br />D5E -38 <br />Triangular Nonerodible Channel Inputs: <br />Material: Shotcrete <br />i s <br />Left Right <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) Manning's n <br />Mult. x <br />Ratio Ratio <br />Depth (ft) % of Depth (VxD) <br />2.0:1 2.0:1 0.4 0.0170 <br />0.30 <br />Nonerodible Channel Results: <br />Structure #98 (Erodible Channe /� <br />D5E -35 <br />Triangular Erodible Channel Inputs: <br />Material: Graded silts to cobbles when colloidal <br />Filename: MB -5E Sediment run.sc4 <br />Printed 10 -01 -2010 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />14.89 cfs <br />Depth: <br />1.35 ft 1.65 ft <br />Top Width: <br />5.41 ft 6.61 ft <br />Velocity: <br />4.06 fps <br />X- Section Area: <br />3.66 sq ft <br />Hydraulic Radius: <br />0.605 ft <br />Froude Number: <br />0.87 <br />Structure #98 (Erodible Channe /� <br />D5E -35 <br />Triangular Erodible Channel Inputs: <br />Material: Graded silts to cobbles when colloidal <br />Filename: MB -5E Sediment run.sc4 <br />Printed 10 -01 -2010 <br />