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Worksheet for Culvert Exit <br />Project Description <br />Friction Method <br />Manning Formula <br />ft <br />Solve For <br />Normal Depth <br />ft2 <br />Input Data <br />12.03 <br />ft <br />Roughness Coefficient <br />0.045 <br />ft <br />Channel Slope <br />0.01200 <br />f tft <br />Left Side Slope <br />3.00 <br />ft/ft (H:V) <br />Right Side Slope <br />3.00 <br />ft/ft (H:V) <br />Bottom Width <br />4.00 <br />ft <br />Discharge <br />31.50 <br />ft'/s <br />Results <br />Normal Depth <br />1.27 <br />ft <br />Flow Area <br />9.91 <br />ft2 <br />Wetted Perimeter <br />12.03 <br />ft <br />Hydraulic Radius <br />0.82 <br />ft <br />Top Width <br />11.61 <br />ft <br />Critical Depth <br />0.97 <br />ft <br />Critical Slope <br />0.03494 <br />ft/ft <br />Velocity <br />3.18 <br />ft/s <br />Velocity Head <br />0.16 <br />ft <br />Specific Energy <br />1.43 <br />ft <br />Froude Number <br />0.61 <br />Flow Type Subcritical <br />GVF Input Data <br />Downstream Depth <br />0.00 <br />ft <br />Length <br />0.00 <br />ft <br />Number Of Steps <br />0 <br />GVF Output Data <br />Upstream Depth <br />0.00 <br />ft <br />Profile Description <br />Profile Headloss <br />0.00 <br />ft <br />Downstream Velocity <br />Infinity <br />ft/s <br />Upstream Velocity <br />Infinity <br />ft/s <br />Normal Depth <br />1.27 <br />ft <br />Critical Depth <br />0.97 <br />ft <br />Channel Slope <br />0.01200 <br />ft/ft <br />Bentley Systems, Inc. Haestad Methods SoB1idlegiikwMaster V81 (SELECTseries 1) [08.11.01.031 <br />7/14/2015 2:38:37 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-756-1666 Page 1 of 2 <br />