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SEDCAD 4 for Windows <br />i c..k -K <br />51 <br />Elevation (ft) <br />Drop Inlet <br />(cfs) <br />cfs <br />Emergency <br />Spillway cfs <br />P Y ( ) <br />Combined <br />Total <br />Discharge <br />g <br />(cfs) <br />6,768.27 <br />0.000 <br />0.000 <br />0.000 <br />6,768.50 <br />0.000 <br />0.000 <br />0.000 <br />6,769.00 <br />0.000 <br />0.000 <br />0.000 <br />6,769.50 <br />0.000 <br />0.000 <br />0.000 <br />6,770.00 <br />0.000 <br />0.000 <br />0.000 <br />6,770.50 <br />0.000 <br />0.000 <br />0.000 <br />6,771.00 <br />0.000 <br />0.000 <br />0.000 <br />6,771.50 <br />0.000 <br />0.000 <br />0.000 <br />6,772.00 <br />0.000 <br />0.000 <br />0.000 <br />6,772.50 <br />0.000 <br />0.000 <br />0.000 <br />6,773.00 <br />5.165 <br />0.000 <br />5.165 <br />6,773.50 <br />8.509 <br />0.000 <br />8.509 <br />6,774.00 <br />10.421 <br />0.644 <br />11.065 <br />6,774.50 <br />12.033 <br />25.452 <br />37.485 <br />6,775.00 <br />13.454 <br />56.923 <br />70.377 <br />Structure #28 (Null <br />Ditch SCM -3 <br />Structure #33 (Null1 <br />Ditch RC -D3 <br />Structure #34 (Culvert <br />Culvert SC -15 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />100.00 1.00 0.0150 2.00 0.00 0.9( <br />Culvert Results: <br />Design Discharge = 7.78 cfs <br />Minimum pipe diameter: 1 - 18 inch pipe(s) required <br />Structure #39 (Null <br />Ditch RD -D4 <br />Structure #40 (Null <br />Ditch RC -D4 <br />Filename: Pond 002_10yr, 24hr.sc4 <br />Printed 12 -06 -2010 <br />TRO 1 -10 20.5.3 -E2 -A 1.51 12/10 <br />