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Worksheet for East Road Std. Sect. (Vel) <br /> Stc.-rs alp' 1 , ao-3A <br /> Project Description <br /> Flow Element: Triangular Channel <br /> Friction Method: Manning Formula <br /> Solve For: Normal Depth <br /> Input Data <br /> Roughness Coefficient: 0.035 r'►�N' <br /> Channel Slope: 0.17000 W►AX ft/ft <br /> Left Side Slope: 3.00 ft/ft(H:V) <br /> Right Side Slope: 3.00 ft/ft(H:V) <br /> Discharge: 1.43 ft/s <br /> Results <br /> Normal Depth: 0.31 ft <br /> Flow Area: 0.29 ft2 <br /> Wetted Perimeter: 1.97 ft <br /> Top Width: 1.87 ft <br /> Critical Depth: 0.43 ft <br /> Critical Slope: 0.03205 ft/ft <br /> Velocity: 4.90 -t— c7.K, ft/s <br /> Velocity Head: 0.37 ft <br /> Specific Energy: 0.68 ft <br /> Froude Number: 2.19 <br /> Flow Type: Supercritical <br /> GVF Input Data <br /> Downstream Depth: 0.00 ft <br /> Length: 0.00 ft <br /> Number Of Steps: 0 <br /> GVF Output Data <br /> Upstream Depth: 0.00 ft <br /> Profile Description: N/A <br /> Profile Headloss: 0.00 ft <br /> Downstream Velocity: 0.00 ft/s <br /> Upstream Velocity: 0.00 ft/s <br /> Normal Depth: 0.31 ft <br /> Critical Depth: 0.43 ft <br /> Channel Slope: 0.17000 eft <br /> Critical Slope: 0.03205 eft <br />