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SEDCAD 4 for Windows <br />47 <br />Structure #6 (Null1 <br />Ditch PM -6 (Middle) <br />Structure #8 (Null1 <br />Ditch PM -6 (Lower Mid) <br />Structure #13 (Null1 <br />Ditch PM -6 (Lower) <br />Structure #16 (Culvert) <br />Culvert SC -10 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater () ft Loss Coef. <br />(ft) (Ke) <br />200.00 2.00 0.0150 1.00 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 5.16 cfs <br />Minimum pipe diameter: 1 - 30 inch pipe(s) required <br />Structure #17 (Null) <br />Ditch SCM -1 <br />Structure #21 (Pond) <br />PECOCO Pond <br />Pond Inputs: <br />Initial Pool Elev: <br />6,776.60 ft <br />Initial Pool: <br />3.43 ac -ft <br />*Sediment Storage: <br />0.00 ac -ft <br />Dead Space: <br />0.00 % <br />*No sediment capacity defined <br />Straight Pipe <br />Barrel Barrel <br />Entrance Tailwater <br />Barrel <br />Manning's Spillway <br />Diameter Length <br />Loss Depth <br />Slope ( %) <br />n Elev (ft) <br />(in) (ft) <br />Coefficient (ft) <br />24.00 60.00 1.00 <br />0.0150 6,776.60 <br />0.90 0.00 <br />Emergency Spillway <br />Filename: Pond 002_10yr, 24hr.sc4 <br />TRO1 -10 <br />20.5.3- E2 -A1.47 <br />Printed 12 -06 -2010 <br />12/10 <br />