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SEDCAD 4.0 <br />ivaQ-onin D-i, i c,k,-k <br />Culvert C-24 <br />Culvert Inputs: <br />Max. Entrance <br />Length (ft) Slope Manning's n Headwater Tailwater (ft) Loss Coef. <br />(ft) (Ke) <br />30.00 <br />Culvert Results: <br />Contributing Flow: <br />Ditch C-1 = 1.42 cfs <br />SEDGAD Utility Run <br />TR-91 <br />2.00 0.0140 0.80 0.00 0.90 <br />Minimum pipe diameter: I - 12 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 1.42 cfs <br />Maximum Headwater = 0.80 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />Discharge <br />(cfs) <br />(.10 in) <br />Discharge <br />(cfs) <br />12 in) <br />Discharge <br />(cfs) <br />15 In) <br />0.08 <br />0.05 <br />0.11 <br />0.06 <br />0.14 <br />0.07 <br />0.17 <br />0.16 <br />0.24 <br />0.21 <br />0.2-5- <br />0.31 <br />0.32 <br />0.32 <br />0.44 <br />...... ....... ....... .. <br />0.58 <br />038 <br />0.53 <br />0.70 <br />0.47 <br />0.66 <br />0.87 <br />0.40 <br />0.48 <br />0.56 <br />0.64 <br />0.72 <br />0.73 <br />0.88 <br />1.10 <br />0.89 1.07 <br />1.07 1.28 <br />1.35 <br />1.60 <br />0.80 <br />1.25 <br />1.45 <br />1.64 <br />1.80 <br />1.51 <br />1.73 <br />1.97 <br />2.22 <br />1.88 <br />2.16 <br />2.47 <br />2.78 <br />0.88 <br />0.96 <br />1.04 <br />1.12 <br />1.95 <br />2A91- <br />3.10 <br />1.20 <br />2110 <br />-2,.74 <br />3.44 <br />Exh. 8-32xx <br />Printed 06-25-2014 <br />09/14 <br />