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Solve For Discharge <br />Culvert Summary <br />Allowable HW Elevation 6 398 26 ft Headwater Depth /Height 1 00 <br />Computed Headwater Elevi 6,398 26 ft Discharge 159 51 cfs <br />Inlet Control HW Elev. 6,397 82 ft Taliwater Elevation 6,385 00 ft <br />Outlet Control HW Elev 6,398 26 ft Control Type Outlet Control <br />Grades <br />Upstream Invert <br />Length <br />Hydraulic Profile <br />Section <br />Outlet Control Properties <br />Inlet Control Properties <br />6,392 26 ft <br />70 00 ft <br />Culvert Calculator Report <br />JD -9 Mine: 72" CMP <br />Downstream Invert <br />Constructed Slope <br />6,385 43 ft <br />0.000000 ft/ft <br />Profile H2 Depth, Downstream 3 44 ft <br />Slope Type Horizontal Normal Depth N/A ft <br />Flow Regime Subcntical Critical Depth 3 44 ft <br />Velocity Downstream 9 53 ft/s Critical Slope 0 012385 ft/ft <br />Section Shape Circular Monologs Coefficient 0 024 <br />Section Material CMP Span 6 00 ft <br />Section Size 72 inch Rise 6 00 ft <br />Number Sections 1 <br />Outlet Control HW Elev 6,398 26 ft Upstream Velocity Head 0 72 ft <br />Ke 0 90 Entrance Loss 0 65 ft <br />Inlet Control HW Elev 6,397 82 ft Flow Control Unsubmerged <br />Inlet Type Protecting Area Full 283 ft <br />K 0 03400 HDS 5 Chart 2 <br />M 1 50000 HDS 5 Scale 3 <br />C 0 05530 Equation Form 1 <br />'r 0 54000 <br />Protect Engineer. O'Connor Design Group <br />untitled cvm O'connor Design Group CulvertMaster v3 0 [3 0003] <br />09/19/12 04 39 16 PM © Haestad Methods, Inc 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 <br />ESWMP -25 <br />