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• <br />127+30 <br />Cross Section for Irregular Channel <br />Project Description <br />Project File w:\west elk\elk 5-10.fn12 <br />Worksheet 127+30 <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 0.080000ft/ft <br />Water Surface Elevation 7,151.67 ft <br />Discharge 71.00 cfs <br />71 <br />71 <br />• <br />71 <br />71 <br />c <br />X71 <br />R <br />m <br />W <br />71 <br />71 <br />71 <br />-100.0 <br />05/11/05 <br />07:50'04 AM <br />-90.0 -80.0 -70.0 -60.0 -50.0 -40.0 -30.0 -20.0 -10.0 <br />Station (ft) <br />FlowMaster v5.15 <br />Haestad Me[hods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 <br />