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~EDCAD 4.0 <br />vmrinM 10gq pemolo I C~Fwah <br />1 <br />Culvert IIW-1 <br />~~ <br />Culvert Inputs: <br />Mme' Tailwater Entrance <br />Length (ft) Slope (%) Planning's n Headwater Loss Ccef. <br />(ft) (ft) (Ke) <br />150.00 5.00 0.0150 1,00 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 12 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 1.90 cfs <br />Maximum Headwater = 1.00 ft <br />(BOLD indicates design pipe size) <br />• <br />• <br /> <br />Headwater <br />(ft) Discharge <br />(c{s) <br /> <br />( 10 in) Discharge <br />(cfs) <br /> <br />(12 in) Discharge <br />(cfs) <br /> <br />(15 in) <br />0.10 0.07 0.08 0.09 <br />0.20 0.16 0.19 0.24 <br />0.30 0.29 0.35 0.43 <br />0.90 0.44 0.53 0.66 <br />0.50 0.62 0.74 0.93 <br />0.60 0.81 0.98 1.22 <br />0.70 7.03 1.23 1.54 <br />0.80 1.26 1.50 1.87 <br />0.90 1.48 1.79 2.24 <br />1.00 1.70 2.10 2.62 <br />1.10 1.92 2.41 3.02 <br />1.20 Z.09 Z.70 3.44 <br />1.30 2.26 2.97 3.88 <br />1.40 2.42 3.21 4.34 <br />1.50 2.56 3.45 4.73 <br />EDCAD Utility Run <br />Printed 08.14-2003 <br />