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I • 123+00 <br />Cross Section for Irregular Channel <br />Project Description <br />Project File w:\west elk\elk 5-10.fm2 <br />Worksheet 123+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 0.120000 fUff <br />Water Surface Elevation 7,111.57 ft <br />Discharge 73.20 cfs <br />711 <br />711 <br />• <br />711 <br />.~ 711 <br />c <br />O <br />w <br />W 71 1 <br /> 711 <br /> 711 <br />• <br /> 711 <br />05/11/05 <br />07:47:02 AM <br />7. <br />6.0 <br />5.0 <br />4.0 <br />3.0 <br />2.0 <br />1.0 <br />o.o <br />10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 <br />Station (ft) <br />FlowMaster v5.15 <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 <br />