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Diversion Ditch for Offsite Flows <br />Worksheet for Triangular Channel <br />Project Description <br />Project File untitled.fm2 <br />' <br />Worksheet Stevens Lease Clay Mine <br />Flow Element Triangular Channel <br />Method Mannirlg's Fonnula <br />' <br />Solve For Channel Depth <br /> <br />Input Data <br />Mannings Coefficient 0.030 <br />Channel Slope 6.0000 <br />Left Side Slope 3.000000 H : V <br />Right Side Slope 3.000000 H : V <br />Discharge 50.00 cfs <br />ResuRs <br />' <br />Depth 1.36 ft <br />Flow Area 5.53 ft' <br />Wetted Perimeter 8.58 ft <br />' <br />Top Width 8.14 ft <br />Critical Depth 1.77 ft <br />Critical Slope 0.014660 ft/Ft <br />' <br />Velocity 9.05 ills <br />Velocity Head 1.27 ft <br />Specific Energy 2.63 ft <br />' <br />Froude Number 1.94 <br />Flow is supercritical. <br />1 <br />1 <br />1 <br /> <br /> <br />1 <br />' ovo1i96 <br />04:39:38 AM Haeatad Mdhods, Ine. 37 Braaksitle Rand Waterbury, CT 06708 (203) 765.1666 <br />FlovrMaster x/.11 <br />Page 1 0l 1 <br />