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Worksheet for Proposed 30 -2131 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 "Q" >NAX- <br />ft <br />Profile Description: <br />M1t4• (Shlft'g 7H'k1A SSC'f� <br />ft/ft <br />Channel Slope: <br />0.33000-4 <br />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 />ft <br />Results <br />0.58 <br />ft <br />Channel Slope: <br />0.41 +--- I.D� CgA,uwsL �gN OK <br />ft <br />Normal Depth: <br />rft <br />ftm <br />Flow Area: <br />0•50 <br />ftx <br />Wetted Perimeter. <br />2.57 <br />ft <br />Top Width: <br />2.44 <br />It <br />Critical Depth: <br />0.58 <br />It <br />Critical Slope: <br />0.04771 <br />Wit <br />Velocity: <br />5.33 <br />ftis <br />Velocity Head: <br />0.52 <br />It <br />Specific Energy: <br />1.03 <br />It <br />Froude Number. <br />2.48 <br />Flow Type: <br />Supercritical <br />GVF Input Date <br />Downstream Depth: <br />0.00 <br />ft <br />Length: <br />0.00 <br />ft <br />Number Of Steps: <br />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 />ftls <br />Upstream Velocity: <br />0.00 <br />ftls <br />Normal Depth: <br />0.41 <br />ft <br />Critical Depth: <br />0.58 <br />ft <br />Channel Slope: <br />0.33000 <br />Rift <br />Critical Slope: <br />0.04771 <br />ftm <br />