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C <br />South Perimeter Ditch - C5 <br />Friction Method Manning Formula <br />Solve For Normal Depth <br />Roughness Coefficient <br />Channel Slope <br />Left Side Slope <br />Right Side Slope <br />Bottom Width <br />Discharge <br />Normal Depth <br />Flow Area <br />Wetted Perimeter <br />Hydraulic Radius <br />Top Width <br />Critical Depth <br />Critical Slope <br />Velocity <br />Velocity Head <br />Specific Energy <br />Froude Number <br />Flow Type <br />Subcritical <br />0.030 <br />0.00 <br />0.00060 <br />ft/ft <br />2.00 <br />ft/ft (H:V) <br />3.00 <br />ft/ft (H:V) <br />12.00 <br />ft <br />6.30 <br />ft'/s <br />0.59 ft <br />7.98 ft2 <br />15.19 ft <br />0.52 ft <br />14.96 ft <br />0.20 ft <br />0.02284 ft/ft <br />0.79 ft/s <br />0.01 ft <br />0.60 ft <br />0.19 <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 />0.59 <br />ft <br />Critical Depth <br />0.20 <br />ft <br />Channel Slope <br />0.00060 <br />ft/ft <br />Critical Slope <br />0.02284 <br />ft/ft <br />Bentley Systems, Inc. Haestad Methods SoiBliotl£PEtwnrMaster V81(SELECTseries 1) [08.11.01.03] <br />2/2112014 5:23:54 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />