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• <br />128+27 RIGHT <br />Cross Section for Irregular Channel <br />Project Description <br />Project File w:\west elk\elk 5-10.fm2 <br />Worksheet 128+27 <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 0.060000 ftfft <br />Water Surface Elevation .7,167.18 ft <br />Discharge 12.10 cfs <br />71 <br />L_J <br />71 <br /> <br />c <br />071 <br />m <br />m <br />u~ <br />71 <br />r1 <br />LJ <br />69.0 <br />68.5 <br />68.0 <br />67.5 <br />67.0 <br />5.0 10.0 15.0 20.0 25.0 30.0 35.0 <br />Station (ft) <br />71 <br />06/07/05 FlowMaster v5.15 <br />0222:24 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 <br />