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SEDCAD 4 for V1~indow~ <br />Cnnvrinhi 1°Ofi Pemnln I CrF~u~ah <br />Struct~.re ~`_>~ (Culvert) <br />Culvert EXS <br />Culvert Inputs: <br />Max. Ent ante <br />Tailwater Loss Coef. <br />Length (ft) Slope (%) Manning's n Hea(dw)ater (~) (Ke) <br />60.00 2.50 0.0230 1.00 0.00 0.90 <br />/~~IN ~~~~ i/ i~~~~~7 <br />Culvert Results: <br />Design Discharge = 0.00 cfs <br />Minimum pipe diameter: 1 - 2 inch pipe{s) required <br /> <br />~J <br />~_ J <br />Structure #1Z lNull) <br />Watershed YPNI-22 <br />Structure #i0 (Nu/l) <br />Watershed YPM-Z1 B <br />Structure #9 (Null) <br />Watershed YPhI-Z1A <br />Structure #8 (Null) <br />Watershed YPM-ZI <br />Structure #7 (Null) <br />Watershed W-15 <br />Structure #S (Null) <br />Watershed W-8 <br />Structure #SStructure (Culvert <br />Watershed W-ZO & Culvert IXZ <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />60.00 2.50 0.0230 1.00 0.00 0.90 <br />Culvert Results: <br />FilenamTR P X11 TR37.sc~4 <br />13-12.3-136 <br />6 <br />Printed 01-24-2008 <br />Revised 02/08 <br />