Laserfiche WebLink
SEDCAD 4 for Windows <br /> Cnn,,nnh}9QQR_7nin Pamela I Crh.uah <br /> 38 <br /> Structure #36(Nonerodible Channel) <br /> Natural chnnl Prospect to Pond <br /> Triangular Nonerodible Channel Inputs: <br /> Material: Concrete, Rubble <br /> Left Right Freeboard Freeboard Freeboard <br /> Sideslope Sideslope Slope(%) Manning's n Mult.x <br /> Ratio Ratio Depth(ft) %of Depth (VxD) <br /> 1.5:1 1.5:1 30.0 0.0220 1.00 <br /> Nonerodible Channel Results: <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 25.97 cfs <br /> Depth: 0.94 ft 1.94 ft <br /> Top Width: 2.81 ft 5.81 ft <br /> Velocity: 19.78 fps <br /> X-Section Area: 1.31 sq ft <br /> Hydraulic Radius: 0.389 ft <br /> Froude Number: 5.10 <br /> Structure #37(Null) <br /> Null above Prospect Pond <br /> Structure #38(Pond) <br /> Prospect Pond <br /> Pond Inputs: <br /> Initial Pool Elev: 6,744.00 ft <br /> Initial Pool: 2.18 ac-ft <br /> *Sediment Storage: 0.00 ac-ft <br /> Dead Space: 20.00 <br /> *No sediment capacity defined <br /> Emergency Spillway <br /> Spillway Elev Crest Length Left Right Bottom <br /> (ft) Sideslope Sideslope Width (ft) <br /> 6,752.00 20.00 1.50:1 1.50:1 12.00 <br /> Perforated Riser <br /> Filename: Prospect Pond 10 Yr 24 Hr Storm Event.sc4 Printed 01-06-2020 <br />