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Culvert Calculator Report <br />26 yr culvert <br />Solve For: Headwater Elevation <br />Culvert Summary <br />Allowable FiN! Elevatbn 40.00 R <br />Computed Headwater Elevation 139.20 R <br />Inlet Control HW Elev 127.44 fl <br />Outlet Control HVV Elev 139.20 ft Headwater Dep1N Heigh <br />Discharge <br />Tailwater Elevation <br />Control Type 7.13 <br />1,500.00 cis <br />5.00 ft <br />Outlet Control <br /> <br />Grades <br />Upstream Invert <br />Length 100.00 ft <br />300.00 R Downstream Inver) <br />Constructed Slope 98.00 fl <br />0.006667 tt/R <br /> <br />Hydraulic Profile <br />Profile <br />Slope Type <br />Flow Regime <br />Velocity Downstream ComposkeM2Pressure <br />Mild <br />Subcritiral <br />21.18 R/s Depth, Downstream <br />Normal Depth <br />Critical Depth <br />Crtiwl Slope 5.37 R <br />WA ft <br />5.37 ft <br />0.067118 R/R <br /> <br />Section <br />Section Shape <br />Section Material <br />Section Size <br />Number Sections Circular <br />CMP <br />66 inch <br />3 Mannings Coefficient <br />Span <br />Rise 0.024 <br />5.50 R <br />5.50 ft <br /> <br />Outlet Control Propedies <br />Outlet Control HW Elev <br />Ke 139.20 R <br />0.90 Upstream Velocity Head <br />Entrance Loss 6.88 R <br />6.19 ft <br /> <br />Inlet Control Properties <br />Inlet Control FIVV Elev <br />Inlet Type <br />K <br />M <br />C <br />Y 127.44 fl <br />Projecting <br />0.03400 <br />1 50000 <br />0.05530 <br />0.54000 Flow Control <br />Area Full <br />HDS 5 Chart <br />HDS S Scale <br />Equation Form Submerged <br />71.3 R' <br />2 <br />3 <br />1 <br />Project Ttlla: Analyse 10 and 100 yr cuNeds Project Engineer: Bryan Law <br />c:~program filesbvmVtolnam.cvm Law6 Merlottl Consulrents, Ine. CuNartMaslar v1.0 <br />0321/01 07:42.16 AM m Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 <br />