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SEDCAD 4 for Windows <br />r.~...,.~,.n• •can os,.,.ie ~ crn~.,9n <br />5 <br />Structure Detai/; <br />Max. Entrance <br />Length (ft) Slope (%) Manning's n Headwater Tailwater Loss Ccer <br />(ft) (ft) (Ke) <br />40.00 2.00 0.0240 1.80 0.00 0.90 <br />Culvert Results: <br />:. Design Discharge = 6.39 cfs <br />Minimum pipe diameter: 1 - 18 inch pipe(s) required <br />Add future flow from Ditch Segment "C" (3.5 cfs) to the design discharge (6.4 cfs) for a <br />total flow of 9.9 cfs. Use a 24" minimum diameter culvert. <br />24" MINIMUM DIAMETER CULVERT <br />I• <br />Structure #i (Cu/vert,~ <br />Culvert Inputs: <br />Filename: MunCMP.sc4 <br />M" <br />M(vii)-37 <br />Printetl 06-14-2002 <br />6/02 <br />