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Worksheet for Sect 30 -4 Cap <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 />0.00270 <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 +31.21, (0 +16.66, 0 050 <br />6972.00) 697223) <br />Section Geometry <br />Station Elevation <br />-0+31.21 6972.00 <br />0 +00.00 6969.29 <br />0.050 4-- H tf. 49<s*T <br />6969.88 t— O. 'tom. ,�oP ' 697a'pO <br />6969.29 to 6972.23 ft <br />2.98 <br />10.20 <br />10.13 <br />0.59 <br />0.32 <br />0.06764 <br />0.68 <br />0.01 <br />0.60 <br />0.22 <br />Subcritical <br />ft/ft <br />ft' /s <br />ft <br />ft2 <br />ft <br />ft <br />ft <br />ft <br />ft/ft <br />ft /s <br />ft <br />ft <br />