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SEDCAD 4 for Windows <br />r,.....a,.er +o°a o.,.si., i e..n,..~n <br />13 <br />I • <br />Stability Stability Capacity Capacity <br />Class D w/o Class D w/ Class B w/o Class B w/ <br />Freeboard Freeboard Freeboard Freeboard <br />Froude Number: 0.58 0.16 <br />Roughness 0.0833 03278 <br />Cceffcient: <br />Structure #4 (Null <br /> <br />Island <br />Structure #3 (Nul/) <br />Stockpi/e <br />Structure #2 (Cu/vert1 <br />Haul road culvert <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />length (R) Slope (%) Manning's n Headwater R loss Ccef. <br />(R) O (Ke} <br />60.00 2.00 0.0150 2.00 0.00 0.90 <br /> <br />Culvert Results: <br />Design Discharge = 6.73 cfs <br />Minimum pipe diameter: 1 - 18 inch pipe(s) required <br />Structure #1 (Pond) <br />RP-2/3 Pond <br />Pond Inputs: <br />Initial Pool Elev: 5,492.99 <br />Initial Pool: 6.18 ac-ft <br />*Setliment Storage: 2.85 ac-R <br />Dead Space: 20.00 <br />*Sediment capacity based on Average Annual R of 16.6 for 20 year(s) <br />Droo Inlet <br />Riser Riser Height Barrel Barrel Barrel Slope <br />' <br />Diameter (R) Diameter Length (ft) (%) Manning <br />s n Spillway Elev <br />(in) (in) <br />36.00 8.50 30.00 80.00 2.50 0.0150 5,492.99 <br />• Pond Results: <br />Peak Elevation: 5,493.41 <br />Filename: RP-2-3 terrace -foal configuration.scA <br />Printed 07-28-2004 <br />