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SEDGAD 4.0 <br />rnn +. %..M iGnn.9mn oe.eo +a � c..6us1. <br />Culvert FS ternugralix <br />Culvert Inputs: <br />Max. - -- Entrance <br />Length (ft) Slope (" /o) Manning's n Headwater Taiiwater (ft) Liss Goa. <br />(ft) (Ke) <br />20,00 2.00 0.0240 _ 0150 IN 0,90 <br />Culvert Results: <br />Minimurn pipe diameter: 1 - 10 inch pipe(s) required * Minimum of 12" culvert <br />to he installed <br />Detailed Performance Curves <br />Design Discharge = 0.47 cfs <br />Maximum Headwater = 0.50 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(t) <br />Discharge <br />(cts) <br />( 8 In) <br />Discharge <br />(cfs) <br />( 10 In) <br />Discharge <br />(cfs) <br />( 12 in) <br />0.05 <br />0,27 <br />0.42 <br />0.25 <br />010 <br />0.30 <br />0.46 <br />0.26 <br />0.15 <br />i 0.32 <br />0.50 <br />0,27 <br />0.20 <br />0.34 <br />0.54 _._._....._._..0.29 <br />0.28 <br />0.25 <br />0.36 <br />_ 0,57 <br />0.30 <br />0.38 <br />0.61 <br />0.35 <br />0.35 <br />0140 <br />0.64 <br />0.43 <br />0.40 <br />0.42 <br />0.67 <br />0.53 <br />0.45 <br />0.45 �~ <br />0.71 <br />0.63 <br />0.50 <br />0.47 _ <br />0.74 <br />014 <br />0.55 <br />0,49 <br />0.76 <br />0.85 <br />0,60 <br />0.56 <br />0.79 <br />0.97 <br />0.65 <br />0.64 <br />0.83 <br />1.20_ <br />0.70 <br />0.73 <br />0.88 <br />1.25 <br />017S <br />0.81 <br />0.96 <br />1.29 <br />Flow derived from: <br />Ditch D6 0.47 cfs <br />SEDGAD utility Run <br />43402 N: <br />Minted 09-04 -2014 <br />MR -161 App. B -100 09/14 <br />