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Table <br />Rating Table for Trapezoidal Channel <br />Constant Data <br />Rating Table <br />Project Description <br />0.040 <br />Project File <br />c: \haestad \academic \fmw \mayday -i.fm2 <br />Worksheet <br />Chief Channel- Design <br />Flow Element <br />Trapezoidal Channel <br />Method <br />Manning's Formula <br />Solve For <br />Discharge <br />Constant Data <br />Rating Table <br />Mannings Coefficient <br />0.040 <br />Channel Slope <br />0.050000 ft/ft <br />Left Side Slope <br />3.000000 H : V <br />Right Side Slope <br />3.000000 H : V <br />Input Data <br />Minimum Maximum Increment <br />Depth 0.00 2.00 0.20 ft <br />Bottom Width 0.00 5.00 0.25 ft <br />FiowMaster v5.17 <br />Page 1 of 6 <br />Rating Table <br />Bottom <br />Width <br />Depth <br />Discharge <br />Velocity <br />(ft) <br />(ft) <br />(cfs) <br />(ftls) <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.20 <br />0.21 <br />1.73 <br />0.00 <br />0.40 <br />1.32 <br />2.74 <br />0.00 <br />0.60 <br />3.88 <br />3.59 <br />0.00 <br />0.80 <br />8.36 <br />4.35 <br />0.00 <br />1.00 <br />15.16 <br />5.05 <br />0.00 <br />1.20 <br />24.65 <br />5.71 <br />0.00 <br />1.40 <br />37.18 <br />6.32 <br />0.00 <br />1.60 <br />53.08 <br />6.91 <br />0.00 <br />1.80 <br />72.67 <br />7.48 <br />0.00 <br />2.00 <br />96.24 <br />8.02 <br />0.25 <br />0.00 <br />0.00 <br />0.00 <br />0.25 <br />0.20 <br />0.33 <br />1.93 <br />0.25 <br />0.40 <br />1.69 <br />2.92 <br />0.25 <br />0.60 <br />4.62 <br />3.76 <br />0.25 <br />0.80 <br />9.55 <br />4.50 <br />0.25 <br />1.00 <br />16.88 <br />5.19 <br />0.25 <br />1.20 <br />26.98 <br />5.84 <br />0.25 <br />1.40 <br />40.19 <br />6.45 <br />0.25 <br />1.60 <br />56.83 <br />7.03 <br />0.25 <br />1.80 <br />77.23 <br />7.59 <br />0.25 <br />2.00 <br />101.68 <br />8.13 <br />0 <br />0.50 <br />0.00 <br />0.00 <br />0.00 <br />08/24110 <br />Academic Edition <br />04:35:20 <br />PM <br />Haestad Methods, Inc. <br />37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 <br />FiowMaster v5.17 <br />Page 1 of 6 <br />