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99+00 <br />Cross Section for Irregular Channel <br />• <br />Project Description <br />Project File w:\west elk\elk 5-10.fm2 <br />Worksheet 99+00 <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 0.110000 Wft <br />Water Surface Elevation 6,923.29 ft <br />Discharge 97.00 cfs <br />U <br /> <br />c <br />0 <br />.~ <br />m <br />w <br />• <br />05/10/05 FlowMaster v5.15 <br />02:48:00 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06706 (203) 755-'1666 Page 1 of 1 <br />-32.0 -30.0 -28.0 -26.0 -24.0 -22.0 -20.0 <br />Station (ft) <br />