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Worksheet for Proposed Sect 20-3 Capacity <br />Project Description <br />Flow Element: Triangular Channel <br />Friction Method: Manning Formula <br />Solve For Normal Depth <br />Input Data <br />Roughness Coefficient: <br />0.045 — R t&K <br />it <br />Channel Slope: <br />0.01000 k 14"a. <br />ft/ft <br />Left Side Slope: <br />3.00 <br />fttft (H:V) <br />Right Side Slope: <br />10.00 <br />ft/ft (H:V) <br />Discharge: <br />1.75 <br />fPts <br />Results <br />0.47 <br />It <br />Normal Depth: <br />0.47 tea_-- { ` CRAmot L Ni P-Tti 0. K./ <br />ft <br />Flow Area: <br />1.41 d1 RV Ie.R- 6 <br />ft2 <br />Wetted Perimeter. <br />6.16 <br />ft <br />Top Width: <br />6.06 <br />ft <br />Critical Depth: <br />0.34 <br />ft <br />Critical Slope: <br />0.05446 <br />tuft <br />Velocity: <br />1.24 <br />fvs <br />Velocity Head: <br />0.02 <br />ft <br />Specific Energy: <br />0.49 <br />it <br />Froude Number. <br />0.45 <br />Flow Type: <br />Subcritical <br />GVF Input Data <br />Downstream Depth: <br />0.00 <br />ft <br />Length: <br />0.00 <br />it <br />Number Of Steps: <br />0 <br />GVF Output Data <br />Upstream Depth: <br />0.00 <br />it <br />Profile Description: <br />N/A <br />Profile Headloss: <br />0.00 <br />ft <br />Downstream Velocity: <br />0.00 <br />fUs <br />Upstream Velocity: <br />0.00 <br />ft/s <br />Normal Depth: <br />0.47 <br />It <br />Critical Depth. <br />0.34 <br />it <br />Channel Slope: <br />0.01000 <br />tuft <br />Critical Slope: <br />0.05446 <br />tuft <br />