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• <br />• <br /> <br />118+35 <br />Cross Section for Irregular Channel <br />Project Description <br />Project File w:\west elk\elk 5-10.fm2 <br />Worksheet 118+35 <br />Flow Element Irregular Channel <br />Method Manning's Formula <br />Solve For Water Elevation <br />Section Data <br />Wtd. Mannings Coefficient 0.035 <br />Channel Slope 0.090000 ft/ft <br />Water Surtace Elevation 7,070.32 ft <br />Discharge 87.00 cfs <br />c <br />0 <br />.~ <br />m <br />W <br />05/10/05 FlowMasfer v5.15 <br />03:48:06 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, GT 06708 (203) 755-1666 Page t of 1 <br />VVV-90.0 -85.0 -80.0 -75.0 -70.0 -65.0 -60.0 -55,0 -50.0 -45.0 -40.0 -35.0 -30.0 <br />Station (ft) <br />