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Table <br /> Rating Table for Triangular Channel <br /> Project Description <br /> Project File n:\1191.6\hydrol\pond12.fm2 <br /> Worksheet Basin A-1 Swale <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 0.015000 f/ft <br /> Left Side Slope 2.000000 H : V <br /> Right Side Slope 5.000000 H : V <br /> Input Data <br /> Minimum Maximum Increment <br /> Discharge 1.90 3.70 0.10 cfs <br /> Rating Table <br /> Discharge Depth Velocity <br /> (cfs) (ft) (fvs) <br /> 1.90 0.52 2.04 <br /> 2.00 0.53 2.07 <br /> 2.10 0.54 2.09 <br /> 2.20 0.54 2.12 <br /> 2.30 0.55 2.14 <br /> 2.40 0.56 2.16 <br /> 2.50 0.57 2.19 <br /> 2.60 0.58 2.21 <br /> 2.70 0.59 2.23 <br /> 2.80 0.60 2.25 <br /> 2.90 0.60 2.27 <br /> 3.00 0.61 2.29 <br /> 3.10 0.62 2.31 <br /> 3.20 0.63 2.33 <br /> 3.30 0.63 2.34 <br /> 3.40 0.64 2.36 <br /> 3.50 0.65 2.38 <br /> 3.60 0.66 2.40 <br /> 3.70 0.66 2.41 <br /> 03124/99 FlowMaster v5.13 <br /> 02:44:21 PM Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)755.1666 Page 1 of 1 <br />