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Table <br /> Rating Table for Triangular Channel <br /> Project Description <br /> Project File n:\1191.6\hydro)\pondl2.fm2 <br /> Worksheet West Ditch Basin A-3 plus 1/2 of A-2 <br /> Flow Element Triangular Channel <br /> Method Manning's Formula <br /> 74 Solve For Channel Depth <br /> Constant Data <br /> Mannings Coefficient 0.035 <br /> Channel Slope 0.014000 ft/ft <br /> Left Side Slope 5.000000 H : V <br /> Right Side Slope 2.000000 H : V <br /> Input Data <br /> Minimum Maximum Increment <br /> Discharge 3.50 7.50 0.50 cfs <br /> Rating Table <br /> Discharge Depth Velocity <br /> (cfs) (ft) (ft/s) <br /> 3.50 0.66 2.32 <br /> 4.00 0.69 2.40 <br /> 4.50 0.72 2.47 <br /> 5.00 0.75 2.53 <br /> 5.50 0.78 2.60 <br /> 6.00 0.80 2.65 <br /> 6.50 0.83 2.71 <br /> 7.00 0.85 2.76 <br /> 7.50 0.87 2.80 <br /> 0325199 02:06:01 PM FlowMaster v5.13 <br /> Haestad Methods.Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 <br />