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• <br />• <br />• <br />90+30 <br />Cross Section for Irregular Channel <br />Project Description <br />Project File w:\west elk\elk 5-10.fm2 <br />Worksheet 90+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 Stope 0.140000 ft/ft <br />Water Surface Elevation 6,873.63 ft <br />Discharge iZ4.00 cfs <br /> <br />c <br />0 <br />ro <br />m <br />w <br />05/10/05 FlowMasfer v5.15 <br />01:47:55 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, C7 06708 (203) 755-1666 Page 7 of i <br />-80.0 -70.0 -60.0 -50.0 -40.0 -30.0 -20.0 -~ 0.0 <br />Station (ft) <br />