Laserfiche WebLink
SEDCAD 4 for Windows <br />r,-.mints loan _9nn7 o-i. i <br />72 <br />CZ 2A <br />• Culvert Inputs: <br />Culvert Results: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater " ft Loss Coef. <br />(ft) O (Ke) <br />205.00 3.00 0.0120 1.00 0.00 0.9( <br />Design Discharge = 1.09 cfs <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />Structure #55 (Erodible Channel <br />D2-3J <br />Triangular Erodible Channel Inputs: <br />Material: Cobbles and shingles <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 35.0 0.0600 0.30 5.5 <br />• <br />Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 1.09 cfs <br />Depth: 0.36 ft 0.66 ft <br />Top Width: 1.43 ft 2.63 ft <br />Velocity: 4.32 fps <br />X-Section Area: 0.25 sq ft <br />Hydraulic Radius: 0.160 ft <br />Froude Number: 1.80 <br />Structure #54 (Erodible Chann <br />D2-4B <br />Triangular Erodible Channel Input •" - <br />Material:. Graded silts to cobbles when colloidal <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 7.0 0.0300 0.30 5.5 <br />0 Erodible Channel Results: <br /> <br />Filename: MB-2R.sc4 Printed 10-23-2008