Laserfiche WebLink
99+00 <br />• Worksheet for Irregular Channel <br />Project Description <br />Project File w:\west e(k\elk 5-10.fm2 <br />Worksheet 99+00 <br />Flow Element Irregular Channel <br />Method Manning's Formula <br />Solve For Water Elevation <br />Input Data <br />Channel Slope 0.110000 ft/ft <br />Elevation range: 6,920.80 ft to 6,926.50 ft. <br />Station (ft) Elevation (ft) Start Station End Station Roughness <br />-32.00 6,924.50 -32.00 -21.00 0.035 <br />-28.00 6,920.80 <br />-21.00 6,926.50 <br />Discharge 97.00 cfs <br />Results <br />Wtd. Mannings Coefficient 0.035 <br />Water Surface Elevation 6,923.29 ft <br />• <br />Flow Area 7.17 ftz <br />Wetted Perimeter 7.62 ft <br />Top Width 5.76 ft <br />Height 2.49 ft <br />Critical Depth 6,924.18 ft <br />Critical Slope 0.021786 ft/ft <br />Velocity 13.53 fUs <br />Velocity Head 2.84 ft <br />Specific Energy 6,926.14 ft <br />Froude Number 2.14 <br />Flow is supercritical. <br />• <br />05/10/05 FlowMaster v5,15 <br />02:48:77 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 <br />