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Table <br /> Rating Table for Triangular Channel <br /> f <br /> Project Description <br /> Project File n:\1191.6\hydro)\pondl2.fm2 <br /> Worksheet East Ditch (Basin A-1 plus 112 of A-2) <br /> Flow Element Triangular Channel <br /> Method Manning's Formula <br /> Solve For Channel Depth <br /> Constant Data <br /> Mannings Coefficient 0.035 <br /> Channel Slope 0.011600 ft/ft <br /> Left Side Slope 5.000000 H : V <br /> Right Side Slope 5,000000 H : V <br /> Input Data <br /> Minimum Maximum Increment <br /> Discharge 3.00 6.00 0.50 cis <br /> Rating Table <br /> Discharge Depth Velocity <br /> (cfs) (ft) (ft/s) <br /> 3.00 0.56 1.93 '— R i o <br /> 3.50 0.59 2.00 <br /> 4.00 0.62 2.07 <br /> 4.50 0.65 2,13 <br /> 5.00 0.68 2.19 <br /> 5.50 0.70 2.24 <br /> 6.00 0.72 2.29 <br /> 0J25199 02:03:17 PM F1owMaster v5.13 <br /> Haestad Methods,Inc 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 <br />