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Solve For: Discharge <br />Culvert Summary <br />Allowable HW Elevation <br />Computed Headwater Eleva <br />Inlet Control HW Elev. <br />Outlet Control HW Elev. <br />Grades <br />Upstream Invert <br />Length <br />Hydraulic Profile <br />Profile <br />Slope Type <br />Flow Regime <br />Velocity Downstream <br />Section <br />Section Shape <br />Section Material <br />Section Size <br />Number Sections <br />Outlet Control Properties <br />Outlet Control HW Elev. <br />Ke <br />Inlet Control Properties <br />9,290.00 ft <br />102.90 ft <br />S2 <br />Steep <br />Supercritical <br />25.17 ft/s <br />Circular <br />Concrete <br />24 inch <br />1 <br />9,293.60 ft <br />0.20 <br />Inlet Control NW Elev. 9,294.00 <br />Inlet Type Groove end projecting <br />K <br />M <br />C <br />Y <br />9,294.00 ft Headwater Depth /Height <br />9,294.00 ft Discharge <br />9,294 00 ft Tailwater Elevation <br />9,293 60 ft Control Type <br />0.00450 <br />2.00000 <br />0.03170 <br />0.69000 <br />Culvert Calculator Report <br />Chief LDG Culvert <br />Downstream Invert <br />Constructed Slope <br />Depth, Downstream <br />Normal Depth <br />Critical Depth <br />Critical Slope <br />Mannings Coefficient <br />Span <br />Rise <br />Upstream Velocity Head <br />Entrance Loss <br />ft Flow Control <br />Area Full <br />HDS 5 Chart <br />HDS 5 Scale <br />Equation Form <br />2.00 <br />29.44 cfs <br />9,273.20 ft <br />Inlet Control <br />9,273.15 ft <br />0.163751 ft/ft <br />0.80 ft <br />0.78 ft <br />1.85 ft <br />0.014663 ft/ft <br />0.013 <br />2.00 ft <br />2.00 ft <br />1.46 ft <br />0.29 ft <br />N/A <br />3.1 ft <br />1 <br />3 <br />1 <br />Project Engineer dmadruga <br />- chief portal tr\dg culvert.cvm Manhard Consulting Culvert Master v3.3 [03.03.00.041 <br />03/08/13 02:24.53 PMm Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1 <br />