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30.0 <br />U <br />a) <br />225.0 <br />r <br />U <br />to <br />50.0 <br />40.0 <br />35.0 <br />p 20.0 <br />15.0 <br />10.0 <br />5.0 <br />0 — <br />0.0 <br />07/18/11 <br />01:29:47 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 />Input Data <br />Minimum <br />Depth 0.00 <br />02 <br />04 <br />Access Road Ditch Flow Calculations <br />Plotted Curves for Triangular Channel <br />• <br />c: \haestad \academic \fmw \may 2 .fm2 <br />Access Road Ditch <br />Triangular 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 />Maximum <br />1.50 <br />06 <br />Increment <br />0.30 ft <br />Discharge vs Depth <br />08 <br />Depth (ft) <br />1 0 <br />1 2 <br />Academic Edition <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 <br />14 <br />1 6 <br />FlowMaster v5.17 <br />Page 1 of 1 <br />