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86+18 <br />• Cross Section for Irregular Channel <br />Project Description <br />Project File w:\west elk\elk 5-10.fm2 <br />Worksheet 86+18 <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 6,832.29 ft <br />Discharge 126.00 cfs <br />• <br />c <br />0 <br />.~ <br />m <br />w <br />U <br />05/10/05 FlowMaster v5.15 <br />01:34:15 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 7557666 Page 1 of 1 <br />......v-60.0 -55.0 -50.0 -45.0 -40.0 -35.0 -30.0 -25.0 -20.0 -~ 5.0 -1 O.O <br />Station (ft) <br />