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. - -- <br /> Pipe irom Front Paricing Area <br /> Worksheet for Circular Channel <br /> ro�ect on <br /> roject i c: aesta pcu . <br /> Worksheet 6" Pipe <br /> Fiow Elemertt Circular Channei <br /> Method Manning's Fortnula <br /> Solve For Channel Depth <br /> nput ata <br /> annmgs aent . 1 <br /> Channel Slope 0.015000 ftM <br /> Diameter 8.00 in <br /> � Discharge 0.14 cfs <br /> esu <br /> p 1. in <br /> Flow Area 0.05 ft= <br /> Wetted Perimeter 0.59 ft <br /> Top Width 0.46 ft <br /> Critical Depth 0.19 ft <br /> Percent Full 30.82 <br /> Critical Slope 0.007166 ft/R <br /> Velocity 2.75 Ns <br /> Velocity Head 0.12 ft <br /> Specific Energy 0.27 ft <br /> Froude Number 1.46 <br /> Maximum Discharge 0.74 cfs <br /> Fuil Flow Capacity 0.69 cfs <br /> Full Flow Slope 0.000623 ft/ft <br /> Flow is supercritical. <br /> ionoras �eaipn BuiW Senice�,Inc. Rov�Mubr v5.10 <br /> 72:45:08 PM Hasstetl Methods,Inc. 37 Brookside Roed WKnbury,CT 08708 (203)753-1888 Pps 1 of 1 <br />