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Worksheet for Proposed 30 -2D Velocity <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 />0.035 <br />Channel Slope: <br />0.33000— MAX• (SaMx-rNRUSt_ -c� <br />ft/ft <br />Left Side Slope: <br />3.00 <br />ft/ft (H.V) <br />Right Side Slope: <br />3.00 <br />ft/ft (H V) <br />Discharge: <br />3.14 <br />fN /s <br />Results <br />0.00 <br />ft /s <br />Normal Depth: <br />0.37 <br />ft <br />Flow Area: <br />0.41 <br />ft2 <br />Wetted Perimeter: <br />2.34 <br />ft <br />Top Width: <br />2.22 <br />ft <br />Critical Depth: <br />0.58 <br />ft <br />Critical Slope: <br />0.02886 <br />ft/ft <br />p <br />7.64 �— ARM R wgtQ, <br />ft/s <br />Velocity: <br />�v <br />DR <br />Velocity Head: <br />0.91 <br />ft <br />1 Specific Energy: <br />1.28 <br />ft <br />Froude Number: <br />3.13 <br />Flow Type: <br />Supercritical <br />GVF Input Data <br />Downstream Depth: <br />0.00 <br />ft <br />Length: <br />0.00 <br />ft <br />Number Of Steps. 0 <br />GVF Output Data <br />Upstream Depth: <br />0.00 <br />ft <br />Profile Description: <br />N/A <br />Profile Headloss: <br />0.00 <br />ft <br />Downstream Velocity: <br />0.00 <br />ft s <br />Upstream Velocity. <br />0.00 <br />ft /s <br />Normal Depth: <br />0.37 <br />ft <br />Critical Depth: <br />0.58 <br />It <br />Channel Slope: <br />0.33000 <br />ft/ft <br />Critical Slope: <br />0.02886 <br />Wit <br />