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Worksheet for Irregular Section 20 -5 CGAPAC i-T j/) <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope: <br />0.02420 <br />Wit: <br />Discharge: <br />3.64 fRgLoW GoNFLIAMM X� <br />ft' /S <br />Wl PONO � o�tT <br />Options <br />Current Roughness Weighted Meth( <br />Improvedl_otters <br />Open Channel Weighted Roughnes: <br />Improvedl_otters <br />Closed Channel Weighted Roughne <br />Hortons <br />Results <br />Roughness Coefficient: <br />0.050 <br />Water Surface Elevation: <br />5373.59 -«— d, K <br />ft <br />Elevation Range: <br />5372.83 to 5374.40 ft <br />Flow Area: <br />1.57 <br />ftz <br />Wetted Perimeter: <br />4.40 <br />ft <br />Top Width: <br />4.12 <br />ft <br />Normal Depth: <br />0.76 <br />ft <br />Critical Depth: <br />0.65 <br />ft <br />Critical Slope: <br />0.05794 <br />ft/ft <br />Velocity: <br />2.32 <br />ft/s <br />Velocity Head: <br />0.08 <br />ft <br />Specific Energy: <br />0.84 <br />ft <br />Froude Number: <br />0.66 <br />Flow Type: <br />Subcritical <br />Segment Roughness <br />Start Station End Station Roughness <br />Coefficient <br />(0 +00.00, (0+10.09, 0.050 <br />5374.35) 5374.40) <br />Secdon Geometry <br />Station Elevation <br />0+00.00 5374.35 -t-- O -%1� AkOVLK W -S- (,O,K' <br />0+02.95 5373.97 <br />NdStt : �$G`C iorJ STAT104t /yR� RdNaRSYD p�RO(rl PROW LNG- CSt(:B`L Lt7 OF 11' <br />btA% -TC' CAAN-n-�N<- QaRSPSG'f�J>S' i �ooK�NC. bC"'4STRcA^ <br />