Laserfiche WebLink
SEDCAD 4 for Windows <br />r—, ,i,.hr iooa _ , )nm D -1s i <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 14.0 0.0170 <br />0.30 <br />Nonerodible Channel Results: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater () ft Loss Coef. <br />(ft) (Ke) <br />131.00 11.45 0.0240 1.80 0.00 0.90 <br />Culvert Results: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater () ft Loss Coef. <br />(ft) (Ke) <br />125.00 10.86 0.0120 1.25 0.00 0.91 <br />Design Discharge = 1.62 cfs <br />Minimum pipe diameter: 1 - 10 inch pipe(s) required <br />Structure #47 (Nonerodible Channel) <br />D5E -17 <br />Triangular Nonerodible Channel Inputs: <br />Material: Shotcrete <br />Structure #46 (Cu /vent) <br />C5E -17 <br />Culvert Inputs: <br />Culvert Results: <br />Design Discharge = 3.04 cfs <br />Minimum pipe diameter: 1 - 12 inch pipe(s) required <br />• Structure #40 ( Nonerodible Channel) <br />D5E -16 <br />73 <br />Filename: MB -5E Sediment run.sc4 Printed 10 -01 -2010 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />3.04 cfs <br />Depth: <br />0.39 ft 0.69 ft <br />Top Width: <br />1.54 ft 2.74 ft <br />Velocity: <br />10.16 fps <br />X- Section Area: <br />0.30 sq ft <br />Hydraulic Radius: <br />0.172 ft <br />Froude Number: <br />4.08 <br />Structure #46 (Cu /vent) <br />C5E -17 <br />Culvert Inputs: <br />Culvert Results: <br />Design Discharge = 3.04 cfs <br />Minimum pipe diameter: 1 - 12 inch pipe(s) required <br />• Structure #40 ( Nonerodible Channel) <br />D5E -16 <br />73 <br />Filename: MB -5E Sediment run.sc4 Printed 10 -01 -2010 <br />