Laserfiche WebLink
• <br />• <br />• <br />84+60 <br />Cross Section for Irregular Channel <br />Project Description <br />Project File w:\west elk\elk 5-t0.fm2 <br />Worksheet 84+60 <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 0.060000 Wft <br />Water Surface Elevation 6,820.38 ft <br />Discharge 126.60 cfs <br />C <br />O <br />.~ <br />N <br />W <br />05/70/05 FlowMas[er v5.15 <br />01:26:51 PM Haestad McMods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-7666 Page 1 of 1 <br />-55.0 -50.0 -45.0 -40.0 -35.0 -30.0 -25.0 -20.0 -15.0 -~ O.O <br />Station (ft) <br />