Laserfiche WebLink
SEDCAD 4 for Windows <br /> r'nm.t 1Q4N_7ni n Pam ,I Rr h <br /> 28 <br /> Structure '34(Culvert) <br /> Culvert under Haul Road <br /> Culver under haul road <br /> Culvert Inputs: <br /> Max. Entrance <br /> Tailwater <br /> Length(ft) Slope(%) Manning's n Headwater Loss Coef. <br /> (ft) (ft) (Ke) <br /> 160.00 4.40 0.0150 0.67 0.00 0.90 <br /> Culvert Results: <br /> Design Discharge = 0.02 cfs <br /> Minimum pipe diameter: 1 - 2 inch pipe(s) required <br /> Structure#33(Culverts <br /> Culvert under conveyor/road <br /> Culvert Inputs: <br /> Max_ Entrance <br /> Length(ft) Slope(%) Manning's n Headwater Tailwater Loss Coef. <br /> (ft) (ft) (Ke) <br /> 100.00 4.50 0.0150 1.00 0.00 0.90 <br /> Culvert Results: <br /> Design Discharge = 0.92 cfs <br /> Minimum pipe diameter: 1 -8 inch pipe(s) required <br /> Structure #t13(Erodible Channel) <br /> Perimeter channel- top segment south <br /> Trapezoidal Erodible Channel Inputs: <br /> Material: Graded silts to cobbles when colloidal <br /> Bottom Left Right Freeboard Freeboard Freeboard Limiting <br /> Width(ft) Sideslope Sideslope Slope(%) Manning's in Mult x Velocity <br /> Ratio Ratio Depth(ft) %of Depth (\?xD) (fps) <br /> 4.00 3.0:1 3.0:1 1.2 0.0300 1.00 5.5 <br /> Erodible Channel Results: <br /> w/o Freeboard w(Freeboard <br /> Design Discharge: 5.79 cfs <br /> Depth: 0.42 ft 1.42 It <br /> Top Width: 6.54 ft 12.54 ft <br /> velocity: 2.60 fps <br /> Filename:10 Year RPA Hyrdo ogy and Sedimentology sc4 Printed 09-1&2020 <br /> Blue Mountain Energy 30 Illustration 60 Addendum 1 <br />