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Bentley Systems, Inc. Haestad Methods SoiBliod Master V8i (SELECTseries 1) [08.11.01.031 <br />2121/2014 8:20:50 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />Roughness Coefficient <br />0.024 <br />Channel Slope <br />0.05000 <br />ft/ft <br />Normal Depth <br />2.00 <br />ft <br />Diameter <br />2.00 <br />ft <br />Discharge <br />27.40 <br />ft3/s <br />Discharge <br />27.40 <br />ft3/s <br />Normal Depth <br />2.00 <br />ft <br />Flow Area <br />3.14 <br />ftz <br />Wetted Perimeter <br />6.28 <br />ft <br />Hydraulic Radius <br />0.50 <br />ft <br />Top Width <br />0.00 <br />ft <br />Critical Depth <br />1.82 <br />ft <br />Percent Full <br />100.0 <br />% <br />Critical Slope <br />0.04372 <br />ft/ft <br />Velocity <br />8.72 <br />ft/s <br />Velocity Head <br />1.18 <br />ft <br />Specific Energy <br />3.18 <br />ft <br />® <br />Froude Number <br />0.00 <br />Maximum Discharge <br />29.47 <br />ft3/s <br />Discharge Full <br />27.40 <br />ft3/s <br />Slope Full <br />0.05000 <br />ft/ft <br />Flow Type SubCritical <br />Downstream Depth <br />0.00 <br />ft <br />Length <br />0.00 <br />ft <br />Number Of Steps <br />0 <br />Upstream Depth <br />0.00 <br />ft <br />Profile Description <br />Profile Headioss <br />0.00 <br />ft <br />Average End Depth Over Rise <br />0.00 <br />% <br />Normal Depth Over Rise <br />100.00 <br />% <br />Downstream Velocity <br />Infinity <br />ft/s <br />Upstream Velocity <br />Infinity <br />ft/s <br />Normal Depth <br />2.00 <br />ft <br />Critical Depth <br />1.82 <br />ft <br />Channel Slope <br />0.05000 <br />ft/ft <br />® <br />Critical Slope <br />0.04372 <br />ft/ft <br />Bentley Systems, Inc. Haestad Methods SoiBliod Master V8i (SELECTseries 1) [08.11.01.031 <br />2121/2014 8:20:50 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />