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Worksheet for East Road Std. Sect. (Cap) <br /> Project Description <br /> Flow Element: Triangular Channel <br /> Friction Method: Manning Formula <br /> Solve For: Normal Depth <br /> Input Data <br /> Roughness Coefficient: 0.045 (MAX) <br /> Channel Slope: 0.14300 (M,^4) 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 ft3/s <br /> Results <br /> Normal Depth: 0.35 E--- p, K, I a.' D1 Tc.i4) ft <br /> Flow Area: 0.38 ftZ <br /> Wetted Perimeter: 2.24 ft <br /> Top Width: 2.13 ft <br /> Critical Depth: 0.43 ft <br /> Critical Slope: 0.05298 ft/ft <br /> Velocity: 3.80 ft/s <br /> Velocity Head: 0.22 ft <br /> Specific Energy: 0.58 ft <br /> Froude Number: 1.59 <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: 0.35 ft <br /> Critical Depth: 0.43 ft <br /> Channel Slope: 0.14300 ft/ft <br /> Critical Slope: 0.05298 ft/ft <br />