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SEDCAD 4.0 <br />r--i. hr 1Q°R_9nn9 P-i. I Ghwah <br />Culvert C12A located in Ditch D23 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater () ft Loss Coef. <br />(ft) (Ke) <br />160.00 2.00 0.0240 4.00 0.00 0.90 <br />Culvert Results: <br />SEDCAD Utility Run <br />TR -60 <br />Minimum pipe diameter: 1 - 36 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 47.20 cfs <br />Maximum Headwater = 4.00 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(ft) <br />Discharge <br />(cfs) <br />( 30 in) <br />Discharge <br />(cfs) <br />( 36 in) <br />Discharge <br />(cfs) <br />( 42 in) <br />0.40 <br />1.33 <br />1.59 <br />1.86 <br />0.80 <br />3.75 <br />4.50 <br />5.24 <br />1.20 <br />6.88 <br />8.26 <br />9.63 <br />1.60 <br />10.59 <br />12.71 <br />14.83 <br />2.00 <br />14.81 <br />17.77 <br />20.73 <br />2.40 <br />19.46 <br />23.36 <br />27.25 <br />2.80 <br />24.53 <br />29.43 <br />34.34 <br />3.20 <br />26.46 <br />35.96 <br />41.95 <br />3.60 <br />32.23 <br />42.27 <br />50.06 <br />4.00 <br />33.70 <br />47.70 <br />58.63 <br />4.40 <br />35.00 <br />52.64 <br />65.63 <br />4.80 <br />36.26 <br />54.76 <br />72.28 <br />5.20 <br />37.47 <br />56.74 <br />78.36 <br />5.60 <br />38.65 <br />58.65 <br />82.40 <br />6.00 <br />39.78 <br />60.49 <br />85.18 <br />EXH- 19(18) -12 <br />1 <br />Printed 12 -28 -2011 <br />12/30/11 <br />