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Worksheet for Sect 30 -1 Cap (CAPAG17) <br />Project Description <br />Flow Element: <br />Friction Method: <br />Solve For <br />Input Data <br />Channel Slope: <br />Discharge: <br />Irregular Section <br />Manning Formula <br />Normal Depth <br />0.08080 <br />2.03 <br />Options <br />Current Roughness Weighted Meth( ImprovedLotters <br />Open Channel Weighted Roughnes, ImprovedLotters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient <br />Water Surface Elevation <br />Elevation Range: <br />Flow Area: <br />Wetted Perimeter: <br />Top Width: <br />Normal Depth: <br />Critical Depth <br />Critical Slope: <br />Velocity <br />Velocity Head: <br />Specific Energy <br />Froude Number: <br />Flow Type: <br />Segment Roughness <br />Start Station End Station Roughness <br />Coefficient <br />( -0 +27.38, (0 +0527, 0 050 <br />6994.50) 6989.54) <br />Section Geometry <br />Station Elevation <br />-0 +27.38 6994.50 <br />0+0000 6988.22 <br />0.050 <br />6988.63 < OK , 1 OP �`�g�l •S <br />6988.22 to 6994.50 ft <br />0.70 <br />3.53 <br />3.43 <br />0.41 <br />0.43 <br />0.06312 <br />2.89 <br />0.13 <br />0.54 <br />1.12 <br />Supercritical <br />ft/ft <br />ft' /s <br />ft <br />fft2 <br />ft <br />ft <br />ft <br />ft <br />ft/ft <br />ft/s <br />ft <br />ft <br />