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Worksheet for Copper Spur Spillway <br />Project Description; L <br />Friction Method <br />Solve For <br />Input Data <br />Manning Formula <br />Normal Depth <br />1 <br />Roughness Coefficient <br />0.069 <br />ft <br />Channel Slope <br />0.02000 <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 />15.00 <br />ft <br />Critical Depth <br />Discharge <br />95.30 <br />ft'/s <br />Results <br />Normal Depth <br />1.46 <br />ft <br />Flow Area <br />28.25 <br />ft' <br />Wetted Perimeter <br />24.22 <br />ft <br />Hydraulic Radius <br />1.17 <br />ft <br />Top Width <br />23.75 <br />ft <br />Critical Depth <br />1.01 <br />ft <br />Critical Slope <br />0.07444 <br />ft/ft <br />Velocity <br />3.37 <br />ft/s <br />Velocity Head <br />0.18 <br />ft <br />Specific Energy <br />1.63 <br />ft <br />Froude Number <br />0.55 <br />ft <br />Flow Type <br />Subcritical <br />ft/ft <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 />1.46 <br />ft <br />Critical Depth <br />1.01 <br />ft <br />Channel Slope <br />0.02000 <br />ft/ft <br />Critical Slope <br />0.07444 <br />ft/ft <br />Bentley Systems, Inc. Haestad Methods SolutiorB@aHWFlowMaster V8i (SELECTseries 1) [08.11.01.03] <br />12/21/201711:41:45 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />