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119+10 RIGHT <br />• Cross Section for Irregular Channel <br />Project Description <br />Project File w:\west elk\elk 5-10.fm2 <br />Worksheet 119+10 <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 O.Ofi0000 ft/ft <br />Water Surface Elevation 7,090,80 ft <br />Discharge 12,00 cfs <br />• <br />x <br />c <br />0 <br />.~ <br />m <br />W <br /> <br />06/07/05 FlowMaster v5.15 <br />02:21:34 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 <br />vVV 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 <br />Station (ft) <br />