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SEDCAD 4 for Windows <br />r— inhr 1QQn -9nn7 Pamcla I Crhsmh <br />71 <br />Structure #48 (Culvert <br />• C5E -18 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater ft Loss Coef. <br />(ft) () (Ke) <br />53.00 5.00 0.0240 1.50 0.00 0.90 <br />Culvert Results: <br />• <br />Design Discharge = 1.29 cfs <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />Structure #42 QVonerodible Channel) <br />D5E -24 <br />Triangular Nonerodible Channel Inputs: <br />Material: Asphaltic Concrete, Machine Placed <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 />20.0:1 0.2:1 0.5 0.0140 <br />0.30 <br />Nonerodible Channel Results: <br />n <br />Structure #45 (Nonerodib le Channel <br />D5E -23 <br />Triangular Nonerodible Channel Inputs: <br />Material: Asphaltic Concrete, Machine Placed <br />Filename: MB -5E Sediment run.sc4 <br />Printed 10 -01 -2010 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />0.62 cfs <br />Depth: <br />0.20 ft 0.50 ft <br />Top Width: <br />3.97 ft 10.03 ft <br />Velocity: <br />1.60 fps <br />X- Section Area: <br />0.39 sq ft <br />Hydraulic Radius: <br />0.098 ft <br />Froude Number: <br />0.90 <br />n <br />Structure #45 (Nonerodib le Channel <br />D5E -23 <br />Triangular Nonerodible Channel Inputs: <br />Material: Asphaltic Concrete, Machine Placed <br />Filename: MB -5E Sediment run.sc4 <br />Printed 10 -01 -2010 <br />