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07/19/11 <br />05:23:54 PM <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br />Constant Data <br />Mannings Coefficient <br />Channel Slope <br />Left Side Slope <br />Right Side Slope <br />Bottom Width <br />Input Data <br />Minimum <br />Depth 0.00 <br />Rating Table <br />Depth Discharge <br />(ft) (cfs) <br />0.00 0.00 <br />0.25 13.46 <br />0.50 43.33 <br />0.75 86.52 <br />1.00 142.19 <br />1.25 210.08 <br />1.50 290.20 <br />1.75 382.68 <br />2.00 487.76 <br />Chief - Trapezoidal Channel with drop structures <br />Rating Table for Trapezoidal Channel <br />c: \haestad \academic \fmw \chief .fm2 <br />Trapezoidal Channel -Chief 3.24.2011 <br />Trapezoidal Channel <br />Manning's Formula <br />Discharge <br />0.035 <br />0.100000 ft/ft <br />2.000000 H : V <br />2.000000 H : V <br />10.00 ft <br />Maximum <br />2.00 <br />Velocity <br />(ft/s) <br />0.00 <br />5.13 <br />7.88 <br />10.03 <br />11.85 <br />13.45 <br />14.88 <br />16.20 <br />17.42 <br />Increment <br />0.25 ft <br />Academic Edition <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 <br />