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Permanent Upland Diversion <br />• Worksheet for Triangular Channel <br />Project Description <br />Project File c:lhaestadlfmw\95266.fm2 <br />Worksheet Bowie No. 2 Mine Perm Upper Divers 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 />Lek Side Slope 2.0 H : V <br />Right Side Slope 2.0 H : V <br />Discharge 13.74 cfs <br />Results <br />Depth 0.95 ft <br />Flow Area 1.81 k <br />Wetted Perimeter 4.25 ft <br />Top Width 3.80 k <br />• Critical Depth 1.24 k <br />Critical Slope 0.024291 ft/ft <br />Velocity 7.59 k/s <br />Velocity Head 0.90 ft <br />Specific Energy 1.85 k <br />Froude Number 1.94 <br />Flow is supercritical. <br />r1 <br />~J <br />06/17196 <br />72:04:10 PM Roasted Maltads, Inc. 37 Brookside Road Weledwry, CT 06708 (20.3) 7557666 <br />11DepUACY-O1 <br />FbwMestar 15.17 <br />Pape 1 of 1 <br />