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112+85 <br />• Cross Section for Irregular Channel <br />Project Description <br />Project File w:\west elk\elk 5-10.tm2 <br />Worksheet 112+85 <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 0.070000 ft/ft <br />Water Surface Elevation 7,039.82 ft <br />Discharge 89.00 cfs <br /> <br /> <br />C <br />O <br />Y <br />ro <br />m <br />w <br />L J <br />O5/10/OS FlowMaster v5.15 <br />03:34:30 PM Haestad Methods, Inc. 37 Brooksitle Fioad Waterbury, CT 06706 (203) 755-1666 Page t of 7 <br />V., -50.0 -49.0 -48.0 -47.0 -46.0 -45.0 -44.0 -43.0 <br />Station (ft) <br />