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SEDCAD 4 for Windows <br />f nrnminht �QQR _9M f1 P�mcla I Ghwah <br />Elevation (ft) <br />Emergency <br />Spillway (cfs) <br />cfs <br />Perf. Riser (cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />5,685.75 <br />0.000 <br />11.256 <br />11.256 <br />5,686.00 <br />0.000 <br />12.033 <br />12.033 <br />5,686.25 <br />1.042 <br />12.763 <br />13.805 <br />5,686.50 <br />2.083 <br />13.454 <br />15.537 <br />5,686.75 <br />15.112 <br />14.110 <br />29.223 <br />5,687.00 <br />28.541 <br />14.738 <br />43.279 <br />5,687.25 <br />40.242 <br />15.339 <br />55.581 <br />5,687.50 <br />60.955 <br />15.918 <br />76.873 <br />5,687.75 <br />76.217 <br />16.477 <br />92.694 <br />5,688.00 <br />102.032 <br />17.018 <br />119.049 <br />Structure #3 (Cu/vert) <br />Principal Discharge Pipe <br />Culvert Inputs: <br />Culvert Results: <br />Max. Entrance <br />Length (ft) Slope (%) Manning's n Headwater Tailwater (ft) Loss Coef. <br />(ft) (Ke) <br />350.00 1.00 0.0150 3.25 0.00 0.90 <br />Design Discharge = 2.48 cfs <br />Minimum pipe diameter: 1 - 12 inch pipe(s) required <br />13 <br />Filename: Pond NHN-002 DESIGN 10YR EVENT_02.15.17.sc4 Printed 02-15-2017 <br />Appendix 2.05.3(4)-8 Page 16 February 2017 (TR -15) <br />