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~EDCAD 4.0 <br />vxnlM.. 1POP Perrolp .l CMunh <br />Culvert IIW-2 <br />~~ <br />Culvert Inputs: <br />Mme' Tailwater Entrance <br />Length (R} Slope (%} Manning's n Headwater Loss Coef. <br />(R) (R) (Ke) <br />250.00 5.00 0.0150 - 2.00 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 18 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 7.30 cfs <br />Maximum Headwater = 2.00 ft <br />(BOLD indicates design pipe size) <br /> <br />\_J <br /> <br />Headwater <br />(ft) Discharge <br />(ds) <br /> <br />( 15 in) Discharge <br />(cfs) <br /> <br />(18 in) Discharge <br />(cfs) <br /> <br />(21 in) <br />0.20 0.24 0.28 0.33 <br />0.40 0.68 0.81 0.93 <br />0.60 1.22 1.46 1.71 <br />0.80 1.88 2.25 2.62 <br />1.00 2.62 3.14 3.67 <br />1.20 3.44 4.13 4.82 <br />1.40 4.34 5.20 6.07 <br />1.60 5.10 6.36 7.42 <br />1.80 5.79 7.46 8.85 <br />2.00 6.40 8.43 10.36 <br />2.20 6.96 9.30 11.60 <br />2.40 7.48 10.10 12.78 <br />2.60 7.96 10.84 13.85 <br />2.80 8.41 11.53 14.85 <br />3.00 8.85 12.18 15.76 <br />1 <br />SEDCAD Utility Run Printed 08-14-2003 <br />