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Solve For Section Size <br />Culvert Summary <br />Grades <br />Upstream Invert <br />Length <br />Hydraulic Profile <br />Section <br />Outlet Control Properties <br />8.431 00 ft <br />60 00 ft <br />Outlet Control HW Elea 8 432 81 ft <br />Inlet Control Properties <br />Culvert Calculator Report <br />LP -21, Offsite Basin 20, Portal Culvert Design <br />Allowable HW Elevation 8 433 00 ft Headwater Depth /Height 1 20 <br />Computed Headwater Elev. 8.432 81 ft Discharge 8 80 cfs <br />Inlet Control HW Elev 8 432 75 ft Taltwater Elevation 6.430 20 ft <br />Outlet Control HW Elev 8 432 81 ft Control Type Entrance Control <br />Downstream Invert <br />Constructed Slope <br />6,428 20 ft <br />0 048667 ft/ft <br />Profile CompositePressureProftleS1 S2 Depth, Downstream 2 00 ft <br />Slope Type N/A Normal Depth 0 84 ft <br />Flow Regime N/A Critical Depth 1 14 ft <br />Velocity Downstream 4 87 Ns Critical Slope 0 007888 ft/ft <br />Section Shape Circular Mannings Coefficient 0 013 <br />Section Material Concrete Span 1 50 ft <br />Section Size 18 inch Rise 1 50 ft <br />Number Sections 1 <br />Upstream Velocity Head 0 58 ft <br />Ke 0 20 Entrance Loss 0 11 ft <br />inlet Control HW Elev 6 432 75 ft Flow Control Transition <br />inlet Type Groove end projecting Area Full 1 8 ft• <br />K 0 00450 HDS 5 Chart 1 <br />M 2 00000 HDS 5 Scale 3 <br />C 0 03170 Equation Form 1 <br />r 0 69000 <br />Project Engineer O'Connor Design Group <br />c \program nieataestad\cvmUp -21 Cvm O'Connor Design Group CuivertMaster v3 013 0003) <br />08/27/12 12 59 04 PM m Heisted Methods Inc 37 Brookside Road Waterbury CT 06708 USA .1. 203 - 755 -1668 Page 1 of 1 <br />ESWMP -22 <br />