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PROPOs�� C4�An1N�L. <br /> Worksheet for 10-3A&B Vel <br /> AT C1ILvg/Zi R3M(>,Jkt L-o<-A,Tlo►� <br /> Project Description <br /> Flow Element: Trapezoidal Channel <br /> Friction Method: Manning Formula <br /> Solve For: Normal Depth <br /> Input Data <br /> Roughness Coefficient: 0.045 (m.,J•) <br /> Channel Slope: 0.08130 (C-ivsrJ) ft/ft <br /> Left Side Slope: 2.00 ft/ft(H:V) <br /> Right Side Slope: 2.00 ft/ft(H:V) <br /> Bottom Width: 6.00 ft <br /> Discharge: 52.79 ft3/s <br /> Results <br /> Normal Depth: 0.91 .4 o•"K• ft <br /> Flow Area: 7.08 ft' <br /> Wetted Perimeter: 10.05 ft <br /> Top Width: 9.63 ft <br /> Critical Depth: 1.17 ft <br /> Critical Slope: 0.03253 eft <br /> Velocity: 7.46 ft/s <br /> Velocity Head: 0.86 ft <br /> Speck Energy: 1.77 ft <br /> Froude Number: 1.53 <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 /> Headloss: 0.00 ft <br /> Downstream Velocity: 0.00 ft/s <br /> Upstream Velocity: 0.00 ft/s <br /> Normal Depth: 0.91 ft <br /> Critical Depth: 1.17 ft <br /> Channel Slope: 0.08130 ft/ft <br />