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5.5 <br />5.0 <br />4.5 <br />4.0 <br />15 3.5 <br />N <br />23.0 <br />ca <br />U <br />rn 2.5 <br />0 <br />2.0 <br />1.5 <br />1.0 <br />0.5 <br />0 <br />00 <br />07/18/11 <br />06:43:54 AM <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 />Trap- Rollling Dip -20 acres -10 year storm <br />Plotted Curves for Trapezoidal Channel <br />c: \haestad \academic \fmw \run out -.fm2 <br />Trap - rolling dip -20 acres -10 year storm <br />Trapezoidal Channel <br />Manning's Formula <br />Discharge <br />0.035 <br />0.060000 ft/ft <br />0.300000 H : V <br />0.300000 H : V <br />2.00 ft <br />Maximum <br />0.50 <br />Increment <br />0.10 ft <br />Discharge vs Depth <br />0.05 0.1 0.15 0 2 0.25 0 3 <br />Depth (ft) <br />0.35 0 4 <br />Academic Edition <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 - 1666 <br />0.45 0 5 <br />FlowMaster v5.17 <br />Page 1 of 1 <br />