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SEDCAD 4 for Windows <br />Cop}+ight 1998 Pamela J Schwab <br />Gvil Software Design <br /> <br />Structure Detai/; <br />Structure #1 (Erodible Channel) <br />loadout ditch <br />Triangular Erodible Channel Inputs: <br />Material: Graded loam to cobbles when noncolloidal <br />Lek Right Freeboard Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) Manning's n Mult <br />x Velocity <br />Ra[io Ratio . <br />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 />Structure #2 (Pondll <br />Pond Inputs: <br />Initial Pool Elev: 6,597.00 <br />Initial Pool: 0.22 ac-k <br />`Sediment Storage: 0.03 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 />Riser Riser Height Barrel Barrel Barrel Slope Number of <br />' <br />Diameter (k) Diameter Length (ft) (%) Manning <br />s n Spillway Elev Holes per <br />(in) (in) Elev <br />12.00 5.00 8.00 80.00 3.00 0.0240 6,599.00 2 <br />Emergency Spillway <br />C~ <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 4.49 cfs <br />Depth: 0.83 ft 1.13 k <br />Top Width: 4.14 k 5.64 ft <br />Velocity: 2.62 fps <br />X-Section Area: 1.71 sq ft <br />Hydraulic Radius: 0.384 <br />Froude Number: 0.72 <br />Filename: loadout.sc4 Printed 04-24-2001 <br />