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SEDCAD 4 for Windows <br />n....,..~..er ~°°a a~~.oi~ i c.n..,~n <br /> <br />Structure #3 (Cu/vert) <br />HCC-1 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) slope (%) Manning's n Headwater (ft) Loss Coef. <br />(ft) (Ke) <br />50.00 1.00 0.0240 1.50 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 4.08 cfs <br />Minimum pipe diameter: 1 - 18 inch pipe(s) required <br />Structure #4 (Pond) <br />SEDIMENT POND f <br />Pond Inputs: <br />Initial Pool Elev: 6,329.25 <br />Initial Pool: 0.14 ac-ft <br />*Sediment Storage: 0.11 ac-ft <br />Dead Space: ~ 20.00 <br />*Sediment capacity based on Average Annua/ R of 22.0 for 2 year(s) <br />Straight Pioe <br />Barrel Barrel Entrance Tailwater <br />Barrel Manning's Spillway <br />Diameter Length Loss Depth <br />Slope (%) n Elev <br />(in) (ft) Coefficient (ft) <br />12.00 13.10 2.10 0.0240 6,329.34 0.90 0.00 <br />Emeraencv Soillwa <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) 5ideslope sideslope Width (ft) <br />6,329.95 16.00 3.00:1 3.00:1 4.10 <br />Drop Inlet <br />Riser Riser Height garret garret Barrel Slope <br />' <br />Diameter (ft) Diameter Length (ft) (°~) Manning <br />s n Spillway Elev <br />(in) (in) <br />6.00 1.96 6.00 20.00 1.00 0.0140 6,329.25 <br />Pond Results: <br />Peak Elevation: 6,330.15 <br />Filename: Pond3-25YR.sc4 Printetl 02-16-2005 <br />