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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />2 <br />w/o Freeboard w/ Freeboard <br />• Hydraulic Radius: 0.371 <br />Froude Number: 1.37 <br />Structure #1 (Erodible Channe%I <br />D6-Ia; w. upper sws, w. coal, upper fill <br />Triangular Erodible Channel Inputs: <br />Material: Graded loam to cobbles when noncolloidal <br />Left Right Freeboard Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) Manning's n Mult. x Velocity <br />Ratio Ratio Depth (k) % of Depth (VxD) (fPs) <br />2.5:1 2.5:1 1.0 0.0300 0.30 5.0 <br />Erodible Channel Results: <br />• <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 51.77 cfs <br />Depth: 2.07 k 2.37 k <br />Top Width: 10.35 k 11.85 k <br />Velocity: 4.84 fps <br />x-Section Area: 10.71 sq k <br />Hydraulic Radius: 0.961 <br />Froude Number: 0.84 <br />Structure #2 (Null) <br />e. upper sws, e. coal <br />Structure #S Lond1 <br />w. slope, e. slope <br />Pond Inputs: <br />Initial Pool Elev: 6,736.00 <br />Initial Pool: 2.62 ac-k <br />"Sediment Storage: 6.16 ac-k <br />Dead Space: 20.00 <br />*sediment capacity based on Average Annual R of 70.0 for 3 year(s) <br />Perforated Riser <br /> <br />Filename: 100pond6-1.sc4 Printed 04-24-2001 <br />