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/ <br />Vbl • Q ~~ SEDCAD+ CULVERT <br />E-2-A SIZING UTILITY 111111111111!l111!( <br /> C ULVERT sss <br />X~,~ <br />(E Design Discharge = 8.950 cfs <br />,5 <br />• Entrance Loss Coeffi cient = O,g <br />• ~ ~~ 3.5 Pipe Slopeh = $eet <br />8 <br />- Manning~s n = 1.000 <br />0.014 <br /> Maximum Headwater = 3.700 feet <br /> Tailwater Depth = 0.730 feet <br />Smallest Diameter Required to Pass Flow is 15 inches <br /> PERFORMANC E CURVES: <br /> Diameter: 9 inches <br /> Headwater Discharge <br /> <br />_-- <br />--(ft) _--(cfs)---`- <br /> <br />_ <br />- Control <br />-- Flow <br /> <br />TYPe <br />------- <br /> 0.37 <br />0.00 -------- <br />---' <br /> 0.74 0.00 0 <br /> <br />1.11 0.00 0 <br /> <br />1.48 0.00 <br />Inlet 0 <br />5 <br /> 1.85 2.02 Outlet 6 <br /> 2.22 2.17 Outlet 6 <br /> 2.59 2.32 Outlet 6 <br /> 2.96 2.47 Outlet 6 <br /> 3.33 2.62 Outlet 6 <br /> 3.70 2.78 Outlet 6 <br /> 4.07 2.93 Outlet 6 <br /> 4.44 3.06 Outlet 6 <br /> 4.81 3.16 Outlet 6 <br /> 5.16 3.27 Outlet 6 <br /> 5.55 3.38 Outlet 6 <br /> Diameter: 12 inches <br /> Headwater Discharge Flow <br />_-- --(ft) --(cfs) Control Z. <br /> 0.37 0.00 0 <br /> 0.74 0.00 0 <br /> 1.11 0.00 0 <br /> I.48 0.00 Inlet 5 <br /> 1.85 3.80 Outlet 6 <br /> 2.22 4.22 Outlet 6 <br /> 2.59 4.55 Outlet 6 <br /> 2.96 4.89 Outlet 6 <br /> 3.33 5.19 Outlet 6 <br /> 3.70 5.47 Outlet 6 <br /> 4.07 5.75 Outlet 6 <br /> 4.44 6.02 Outlet 6 <br /> 4.81 6.26 Outlet 6 <br /> 5.18 6.49 outlet 6 <br /> 5.55 6.73 Outlet <br /> Diameter: 15 inches <br /> Headwater Discharge Flow <br />_- ---(ft)---___-(cfs) <br />----- Control <br />---------- Type <br />------ <br /> <br />0.37 0.00 ------- <br />l 0.74 0.00 0 <br />/ 1.11 0.00 0 <br /> 1.48 0.00 Inlet 5 <br />Permit Renewal No. 3 1.85 5.95 Inlet 5 <br /> 2.22 6.79 Outlet <br /> <br />2.59 7.44 <br />Outlet 6 <br /> 6 <br /> TAR ~ Q P(; 1 FAIR MFRLY EX 8-94 ~ 1~1~99 <br />