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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />• <br />Structure Detai/; <br />Structure #1 (Erodible Channell <br />loadout ditch <br />Triangular Erodible Channel Inputs: <br />Material: Graded loam to cobbles when noncolloidal <br />LeR Right Freeboard Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) Manning's n Mull. x Velocity <br />Ratio Ra[io Depth (R) % of Depth (VxD) (fps) <br />2.5:1 2.5:1 1.0 0.0300 0.30 5.0 <br />Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 7.08 ds <br />Depth: 1.02 R 1.32 k <br />Top Width: 5.11 R 6.61 R <br />Velocity: 3.02 fps <br />x-Section Area: 2.61 sq k <br />Hydraulic Radius: 0.474 <br />Froude Number: 0.74 <br />Structure #2 (Pond <br />Pond Inputs: <br />Initial Pool Elev: 6,597.00 <br />Initial Pool: 0.22 ac-k <br />*Sediment Storage: 0.03 ac-R <br />Dead Space: 20.00 <br /> <br />*Sediment capacity based on Average Annual R of 70. o for 3 year(s) <br />Perforated Riser <br />Riser Barrel Number of <br />Riser Height <br />Diameter Barrel Barrel Slope <br />Diameter Manning's n Spillway Elev Holes per <br />(k) <br />(in) Length (R) (%) <br />(in) Elev <br />12.00 5.00 8.00 80.00 3.00 0.0240 6,599.00 2 <br />Emergency Spillway <br />r~ <br />L <br />Filename: 1001oadout.sc4 Printed 04-24-2001 <br />