Laserfiche WebLink
106+25 <br />• Cross Section for Irregular Channel <br />Project Description <br />Project File w:\west elk\elk 5-10.fm2 <br />Worksheet 106+25 <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 0.100000 tuft <br />Water Surface Elevation 6,981.07 ft <br />Discharge 93.00 cfs <br />• <br /> <br />C <br />O <br />ro <br />m <br />w <br />~J <br />05/10/05 FlowMaster v5.15 <br />0329:45 PM Haestad Methotls, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 <br />V V V-80.0 -70.0 -60.0 -50.0 -40.0 -30.0 -20.0 -~ O.O <br />Station (ft) <br />