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SEDCAD 4.0 <br />r,.~.,.;~m wvv oo...am i c,.n..,>n <br />}{ . <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Leng[h (R) slope (%) Manning's n Headwater R Loss Coef. <br />(ft} () (Ke) <br />55.00 1.00 0,0190 0.62 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 0.60 cfs <br />Maximum Headwater = 0.62 ft <br />(BOLD indicates design pipe size) <br />• <br /> <br />Headwater <br />(R) Discharge <br />(cfs) <br /> <br />(6 ln) Discharge <br />(cFS) <br /> <br />(8 in) Discharge <br />(cfs) <br /> <br />(]0 in) <br />0.06 0.15 0,29 0.47 <br />0.12 0.16 0.31 0.51 <br />0.19 0.17 0.33 0.55 <br />0.25 0.16 0.35 0.58 <br />0.31 0.19 0.37 0.61 <br />0.37 0.20 0.39 0.64 <br />0.43 0.26 0.42 0.67 <br />0.50 0.32 0.46 0.70 <br />0.56 0.38 0.50 0.74 <br />0.62 0.41 0.60 0.77 <br />0.68 0.43 0.70 0.84 <br />0.74 0.44 0.80 0.98 <br />0.81 0.45 0.85 1.]2 <br />0.87 0.47 0.90 1.27 <br />0.93 0.48 0.93 1.41 <br /> <br />SEDCAD Utility Run Printed 07-08-2005 <br />