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SEDCAD 4 for Windows <br />!`n n. vinM 1°°A Anln D-1n I ,K,. -k <br />43 <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 />6,765.00 <br />0.000 <br />0.000 <br />0.000 <br />6,765.50 <br />0.000 <br />0.000 <br />0.000 <br />6,766.00 <br />0.000 <br />0.000 <br />0.000 <br />6,766.50 <br />0.000 <br />0.000 <br />0.000 <br />6,767.00 <br />0.000 <br />0.000 <br />0.000 <br />6,767.50 <br />0.000 <br />0.000 <br />0.000 <br />6,768.00 <br />0.000 <br />0.000 <br />0.000 <br />6,768.50 <br />0.000 <br />0.000 <br />0.000 <br />6,768.80 <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 />6.886 <br />0.000 <br />6.886 <br />6,773.50 <br />15.127 <br />0.000 <br />15.127 <br />6,774.00 <br />18.526 <br />0.644 <br />19.170 <br />6,774.50 <br />21.392 <br />25.452 <br />46.845 <br />6,775.00 <br />23.917 <br />56.923 <br />80.841 <br />Structure #28 (Null <br />Ditch SCM -3 <br />Structure #33 (Null <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 () ft Loss Coef. <br />(ft) ( <br />1 00.00 1. 00 0.0 2.00 0.00 0.9( <br />Culvert Results: <br />Design Discharge = 8.35 cfs <br />Minimum pipe diameter: 1 - 18 inch pipe(s) required <br />Filename: Lower Sump 10yr,24hr.sc4 <br />Printed 02 -04 -2011 <br />