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n <br />11 <br />u <br />South Perimeter Ditch - C5 to C6 <br />Friction Method <br />Manning Formula <br />ft <br />Solve For <br />Normal Depth <br />Roughness Coefficient <br />0.030 <br />ft <br />Channel Slope <br />0.00060 <br />ft/ft <br />Left Side Slope <br />2.00 <br />ft/ft (H:V) <br />Right Side Slope <br />3.00 <br />ft/ft (H:V) <br />Bottom Width <br />12.00 <br />ft <br />Discharge <br />49.70 <br />ft3/s <br />Normal Depth <br />1.91 <br />ft <br />Flow Area <br />32.14 <br />ft2 <br />Wetted Perimeter <br />22.34 <br />ft <br />Hydraulic Radius <br />1.44 <br />ft <br />Top Width <br />21.57 <br />ft <br />Critical Depth <br />0.77 <br />ft <br />Critical Slope <br />0.01534 <br />ft/ft <br />Velocity <br />1.55 <br />ft/s <br />Velocity Head <br />0.04 <br />ft <br />Specific Energy <br />1.95 <br />ft <br />Froude Number <br />0.22 <br />Flow Type <br />Subcritical <br />Downstream Depth 0.00 ft <br />Length 0.00 ft <br />Number Of Steps 0 <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 />1.91 <br />ft <br />Critical Depth <br />0.77 <br />ft <br />Channel Slope <br />0.00060 <br />ft/ft <br />Critical Slope <br />0.01534 <br />ft/ft <br />Bentley Systems, Inc. Haestad Methods SoIB&IQdftwMaster V8i (SELECTseries 1) [08.11.01.03] <br />2121/2014 5:24:24 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 11 <br />