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SEDCAD 4 for Windows <br />!`nn..rinY.h 1ooo _9nn7 o-i. I Cnhu.el+ <br />11 <br />Structure #41(CulvertJ <br />C2-12B <br />Culvert Inputs: <br />Culvert Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 0.52 cfs <br />Depth: 0.27 ft 0.57 ft <br />Top Width: 1.06 ft 2.26 ft <br />Velocity: 3.67 fps <br />X-Section Area: 0.14 sq ft <br />Hydraulic Radius: 0.119 ft <br />Froude Number: 1.77 <br />Max. Entrance <br />Tailwater <br />Length (ft) Slope (%) Manning's n Headwater ft Loss Coef. <br />(ft) () (Ke) <br />70.00 3.00 0.0240 1.00 0.00 0.9( <br />Design Discharge = 0.70 cfs <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />is Structure #40 Monerod/ble Channel) <br />D2-3 <br />Triangular Nonerodible Channel Inputs: <br />Material: Shotcrete <br /> Freeboard <br />Left Right Freeboard Freeboard <br />Sideslope Sideslope Slope (%) Manning's n Depth (ft) % of Depth Mult. x <br />Ratio Ratio (VxD) <br />2.0:1 2.0:1 5.8 0.0170 0.30 <br />Nonerodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 3.96 cfs <br />Depth: 0.50 ft 0.80 ft <br />Top Width: 2.02 ft 3.22 ft <br />Velocity: 7.81 fps <br />X-Section Area: 0.51 sq ft <br />Hydraulic Radius: 0.225 ft <br />Froude Number: 2.74 <br />Structure #39 rCu/vertJ <br />78 <br />Filename: MB-2R.sc4 Printed 10-23-2008