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101+15 <br />Cross Section for Irregular Channel <br />• <br />Project Description <br />Project File w:\west elk\elk 5-10.fm2 <br />Worksheet 101+15 <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 0.060000ft/ft <br />Water Surface Elevation 6,937.29 ft <br />Discharge 96.00 cfs <br />• <br /> <br />c <br />0 <br />m <br />m <br />w <br /> <br />05/10/05 FlowMaster v5.15 <br />02:53:59 PM Haestad Methods, Inc. 37 Bn~oksitle Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 <br />V o.~ <br />J 50.0 -45-0 -40.0 -35.0 -30.0 -25.0 -20.0 -15.0 -~ O.O <br />Station (ft) <br />