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~EDCAD 4.0 <br />+mrrinM ~°°O Pamola l Crl~unl. <br /> <br />Culvert IIW-5 <br /> <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length {ft) Slope (°k) Manning's n Headwater Loss Ccef. <br />(ft) (ft) (Ke) <br />100.00 10.00 0.0150 1.20 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 = 2.30 cfs <br />Maximum Headwater = 1.20 ft <br />(BOLD indicates design pipe size) <br /> <br /> <br /> <br />Headwater <br />(ft) Discharge <br />(~} <br />(10 in) Discharge <br />(ci5} <br />(12 in) Discharge <br />(cfs) <br />(15 in <br />0.12 0.08 0.09 0.11 <br />0.24 0.21 0.25 0.31 <br />0.36 0.38 0.45 0.57 <br />0.48 0.58 0.70 0.88 <br />0.60 0.81 0.98 1.22 <br />0.72 1.08 1.28 1.61 <br />0.84 1.34 1.62 2.02 <br />0.96 1.62 1.97 2.47 <br />1.08 1.87 2.35 2.94 <br />1.20 ~ 2.09 2.70 3.44 <br />1.32 2.30 3.02 3.97 <br />1.44 2.48 3.31 4.49 <br />1.56 2.65 3.57 4.96 <br />1.68 2.82 3.83 5.39 <br />1.80 2.96 4.05 5.79 <br />3EDCAD Utility Run <br />Printed 08-25-2003 <br />