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• <br />• <br />• <br />105+00 Left <br />Cross Section for Irregular Channel <br />Project Description <br />Project File w:\west elk\elk 5-10.fm2 <br />Worksheet 105+00 Left <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 0.100000 ft/ft <br />Water Surface Elevation 6,969.78 ft <br />Discharge 93.70 cfs <br />z <br />c <br />0 <br />m <br />d <br />w <br />OS/ta05 FlowMaster v5.1s <br />03:22:15 PM Haestad Methotls, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 7557666 Page 1 of 1 <br />~.,,,, . <br />-65.0 -60.0 -55.0 -50.0 -45.0 -40.0 -35.0 -30.0 -25.0 -20.0 -15.0 <br />Station (ft) <br />