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v • j. <br /> Rectangular Channel Analysis & Design <br /> Open Channel - Uniform flow <br /> Worksheet Name : Winton Site <br /> Comment : Orono drainage channel high water <br /> Solve For Depth <br /> Given Input Data: <br /> Manning' s n. . . . . . 0 .240 <br /> Channel Slope . . . . 0 . 0100 ft/ft <br /> Discharge. . . . . . . . 15 . 00 cfs <br /> Computed Results : <br /> Depth. . . . . . . . . . . . 0 . 65 ft <br /> Velocity. . . . . . . . . 0 .46 fps <br /> Flow Area. . . . . . . . 32 . 71 sf <br /> Flow Top Width. . . 50 . Q0 ft <br /> Wetted Perimeter. 51.31 ft <br /> Critical Depth. . . 0 . 14 ft <br /> Critical Slope. . . 1. 63 ft/ft <br /> Froude Number. . . . 0 . 10 (flow is Subcritical) <br /> Open Channel Flow Module, Version 2 . 01 (c) 1990 <br /> Haestad Methods, Inc . * 37 Brookside Rd * Waterbury, Ct 06708 <br />