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SEDCAD 4 for V1Jindovvs <br />• <br />• <br />• <br />~~~~3r~3SJ! G~ ~~rd.~~~i <br />Structure #'11 (Culvert J <br />Culvert EXS <br />Culvert Inputs: <br />Max. Entrancz <br />Tailwater Loss Coef. <br />Length (ft) Slope (%) Manning's n Hea(d~w)atzr (ft) (Ke) <br />60.00 2.50 0.0230 1.00 0.00 0.90 <br />Culvert Results: <br /> <br />Design Discharge = 0.00 cfs <br />Minimum pipe diameter: 1 - 2 inch pipe(s) required <br />Structure #12 (Nul/) <br />Watershed YPM-22 <br />Structure #10 (iVr.~ll1 <br />Watershed YPJ~J-218 <br />Structure #.~ (Null) <br />Watershed YPM-21A <br />Structure #8 (Nu/l~ <br />Watershed YPl'~1-21 <br />Structure #7 (Null) <br />Watershed W-15 <br />Structure #6 (Nu/l) <br />Watershed W-8 <br />Structure #5 (Culvert) <br />Watershed W-20 & CulvertF,Y2 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />60.00 2.50 0.0230 1.00 0.00 0.90 <br />Culvert Results: <br />Filename: Pond010 TR37 10Yr 24Hr ver_O.sc4 <br />TR-37 13-3A.1-A.13 <br />13' <br />Printed OZ-18-2008 <br />Revised 02/08 <br />