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Worksheet for Rundown <br />Project Description <br />Friction Method Manning Formula <br />Solve For Normal Depth <br />Input Data <br />Roughness Coefficient <br />0.045 <br />ft <br />Channel Slope <br />0.33330 <br />ft/ft <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 />0.54 <br />ft <br />Flow Area <br />3.01 <br />ft2 <br />Wetted Perimeter <br />7.39 <br />ft <br />Hydraulic Radius <br />0.41 <br />ft <br />Top Width <br />7.22 <br />ft <br />Critical Depth <br />0.97 <br />ft <br />Critical Slope <br />0.03494 <br />fUft <br />Velocity <br />10.47 <br />ft/s <br />Velocity Head <br />1.70 <br />ft <br />Specific Energy <br />2.24 <br />ft <br />Froude Number <br />2.86 <br />Flow Type <br />Supercritical <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 />ftls <br />Upstream Velocity <br />Infinity <br />ft/s <br />Normal Depth <br />0.54 <br />ft <br />Critical Depth <br />0.97 <br />ft <br />Channel Slope <br />0.33330 <br />ft/ft <br />Bentley Systems, Inc. Haestad Methods So6lirtlsgOlks Master V81 (SELECTseries 1) (08.11.01.03] <br />7/14/2016 2:39:38 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06796 USA +1-203-765-1666 Page 1 of 2 <br />