Laserfiche WebLink
•i <br />• <br />• <br />07)18/11 <br />08:14:28 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 />Diameter <br />Input Data <br />Minimum Maximum Increment <br />Depth 0.00 0.50 0.10 ft <br />Rating Table <br />Depth <br />(ft) <br />0.00 <br />0.10 <br />0.20 <br />0.30 <br />0.40 <br />0.50 <br />c: \haestad \academic \fmw \may3- -i.fm2 <br />Culvert No. 3- May Day Bench <br />Circular Channel <br />Manning's Formula <br />Discharge <br />Discharge <br />(cfs) <br />0.00 <br />0.20 <br />0.84 <br />1.93 <br />3.43 <br />5.28 <br />0.024 <br />0.150000 ft/ft <br />1.500 ft <br />Velocity <br />(ft/s) <br />Culvert No. 3 -May Day Bench <br />Rating Table for Circular Channel <br />0.00 <br />3.86 <br />5.99 <br />7.67 <br />9.06 <br />10.24 <br />Academic Edition <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 <br />FlowMaster v5.17 <br />Page 1 of 1 <br />