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I - SEDCAD 4.0 <br />rM,,.~nw •ooa o.m.~e i c.~m.,~n <br />1 <br />East Diversion Ditch No. 1 -Outlet Culvert <br />Culvert Inputs: <br />Length (R) slope (%) Monolog's n Headwater Tailwater ~ ~f <br />(R) (R) (Ke) <br />20.00 2.00 0.0240 0.67 0.00 0.90 <br />Culvert Results: <br />The calculations and <br />2002, and the inform <br />Minimum pipe diameter: 1- 12 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 0.94 cfs <br />Maximum Headwater = 0.67 ft <br />(BOLD indicates design pipe size) <br /> <br />Headwater <br />(ft) Discharge <br />(~s) <br /> <br />(10 in) Discharge <br />(~) <br /> <br />(12 in) Discharge <br />(~) <br /> <br />(16 in) <br />0.07 0.43 0.26 0.18 <br />0,13 0.49 0.27 0.19 <br />0.20 0.54 0.28 0.24 <br />0.27 0.59 0.30 0.36 <br />034 0.63 0.41 0.51 <br />0.40 0.68 0.53 0.67 <br />0.47 0.72 0.67 0.84 <br />O.s4 0.76 0.82 1.03 <br />0.60 0.80 ~ 0.98 1.23 <br />0.67 0.65 1.22 1.44 <br />0.74 0.93 1.28 1.66 <br />0.80 I 1.08 1.34 1.89 <br />0.87 ' 1.25 2.41 2.13 <br />0.94 1.41 1.61 2.38 <br />1.01 ~ 1.s6 1.82 2.52 <br />sentLC~g~C#t~page were prepared by me during the month of June <br />is true o,erect to the best of my knowlefige and belief. <br />~>~ 23 _ :~a ~~~~- <br />• JamQ Stover, P.E. ' ate <br />~cl~rofessional~`'Oitieer -State of Colorado No. 19230 <br />Appendix 13-2 s NDEC - 7i 6/02 <br />