Laserfiche WebLink
• <br /> <br />• <br />10°/a haul road ditches <br />Worksheet for Triangular Channel <br />Project Description _ <br />Project File c:\haestad\fmw195266.fm2 <br />Worksheet Bowie No. 2 10% haul road ditches 6/11 <br />Flow Element Triangular Channel <br />Method Manning's Formula <br />Solve For Channel Depth <br />Input Data <br />Mannings Coefficient 0.035 <br />Channel Slope 10.0 <br />Left Side Slope 2.0 H : V <br />Right Side Slope 2.0 H : V <br />Discharge 6.57 cfs <br />Results <br />Depth 0.72 ft <br />Flow Area 1.04 fN <br />Wetted Perimeter 3.23 ft <br />Top Width 2.89 ft <br />Critical Depth 0.92 ft <br />Critical Slope 0.0268 01 ft/ft <br />Velocity 6.31 ff/s <br />Velocity Head 0.62 h <br />Specific Energy 7.34 ft <br />Froude Number 1.85 <br />Flow is supercritical. <br />06n 3/96 <br />04:08:43 PM Haealad Melhoda, IrK. 37 Brookable Road Walxbury, CT 06708 (203) 7551666 <br />wcpuux-or <br />Flo~vMacter X5.71 <br />Pape 1 0l 7 <br />