Laserfiche WebLink
SEDCAD 4 for Windows <br /> ('nnurinhl lQQR 29f11f1 PamaIn I Crhsuah <br /> 25 <br /> E Pit Ditch Sta 33 to tank EP2 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Left Right Freeboard Freeboard Freeboard <br /> Bottom Sideslope Sideslope Slope(%) Mult.x <br /> Width (ft) Ratio Ratio Depth(ft) %of Depth (VxD) <br /> 12.00 2.0:1 2.0:1 5.4 1.00 <br /> Riprap Channel Results: <br /> Simons/OSM Method - Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 14.90 cfs <br /> Depth: 0.19 ft 1.19 ft <br /> Top Width: 12.74 ft 16.74 ft <br /> - -- - —----- ------ <br /> Velocity*: <br /> X-Section Area: 2.30 sq ft <br /> Hydraulic Radius: 0.179 ft <br /> Froude Number*: <br /> Mannings n*: -- -- - - <br /> Dmin: 1.00 in <br /> D50: 3.00 in <br /> Dmax: 3.75 in <br /> Velocity and Manning's n calculations may not apply for this method. <br /> Structure #14[Pond) <br /> Pond EP2 <br /> Pond Inputs: <br /> Initial Pool Elev: 7,492.00 ft <br /> Initial Pool: 1.41 ac-ft <br /> *Sediment Storage: 0.00 ac-ft <br /> Dead Space: 20.00 0/0 <br /> *No sediment capacity defined <br /> Emergency Spillway <br /> Spillway Elev Crest Length Left Right Bottom <br /> (ft) Sideslope Sideslope Width(ft) <br /> 7,495.00 20.00 2.00:1 2.00:1 20.00 <br /> Straight Pipe <br /> Filename: Prospect Pond 10 Yr 24 Hr Storm Event.sc4 Printed 01-06-2020 <br />