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Worksheet for Sect 30 -2 Vel <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope: 0.09880 ft/ft <br />Discharge: 2.03 ft /s <br />Options <br />Current Roughness Weighted Meth( Improvedl_otters <br />Open Channel Weighted Roughnes! Improvedt_otters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient: <br />0.035 .4 — lawtvt <br />Water Surface Elevation: <br />6980.72 <br />ft <br />Elevation Range: <br />6980.43 to 6987.00 ft <br />Flow Area: <br />0.56 <br />ft2 <br />Wetted Perimeter: <br />3.93 <br />ft <br />Top Width: <br />3.88 <br />ft <br />Normal Depth: <br />0.29 <br />ft <br />Critical Depth: <br />0.35 <br />ft <br />Critical Slope: <br />0.03224 <br />ft/ft <br />Velocity: <br />3.64 4— ' o. K. <br />ft/s <br />Velocity Head: <br />0.21 <br />ft <br />Specific Energy: <br />0.49 <br />ft <br />Froude Number: <br />1.69 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station Roughness <br />Coefficient <br />(- 0+38.12, (0 +05.40, 0.035 <br />6987.00) 6981.13) <br />Section Geometry <br />Station Elevation <br />-0 +38.12 6987.00 <br />0+00.00 6980.43 <br />