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• <br />• <br />• <br />145+10 LEFT <br />Cross Section for Irregular Channel <br />Project Description <br />Project File w:\west elk\elk 5-t0.fm2 <br />Worksheet 145+10 LEFT <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 0.100000 ft/ft <br />Water Surface Elevation 7,305.42 ft <br />Discharge 2.50 cfs <br />x <br />c <br />0 <br />Y <br />7 <br />m <br />W <br />06J07/OS FlowMaster v5.15 <br />02:23:32 PM Haestad Methods, Inc. 37 Brooksitle Roatl Waterbury, CT 06708 (203) 755-1666 Page 1 Of 1 <br />-40.0 -35.0 -30.0 -25.0 -20.0 -15.0 -10.0 <br />Station (ft) <br />