Laserfiche WebLink
07/18/11 <br />01:28:55 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 0.20 <br />Rating Table <br />Depth <br />(ft) <br />0.20 <br />0.30 <br />0.40 <br />0.50 <br />Discharge <br />(cfs) <br />0.21 <br />0.63 <br />1.36 <br />2.47 <br />0.035 <br />0.100000 ft/ft <br />2.000000 H : V <br />2.000000 H : V <br />Maximum <br />0.50 <br />Haestad Methods, Inc. <br />Access Road Ditch <br />Rating Table for Triangular Channel <br />c: \haestad \academic \fmw \may 2 .fm2 <br />Access Road Ditch <br />Triangular Channel <br />Manning's Formula <br />Discharge <br />Velocity <br />(ft/s) <br />2.69 <br />3.52 <br />4.26 <br />4.95 <br />Increment <br />0.10 ft <br />Academic Edition <br />37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 <br />FlowMaster v5.17 <br />Page 1 of 1 <br />