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t <br /> <br />Full Flow Discharcie for 36" Culvert <br />' Project Description <br /> Friction Method Manning Formula <br />' Solve For <br />I <br />D Full Flow Capacity <br /> nput <br />ata <br /> Roughness Coefficient 0.013 <br /> Channel Slope 0.02000 ft/ft <br /> Normal Depth 3.00 ft <br /> Diameter 3.00 ft <br /> Discharge 94.32 ft3/s <br /> Results <br />' 32 <br />94 ft3/ <br /> Discharge . s <br /> Normal Depth 3.00 ft <br />1 Flow Area 7.07 ft2 <br /> Wetted Perimeter 9.42 ft <br /> Top Width 0.00 ft <br /> Critical Depth 2.87 ft <br /> Percent Full 100.0 % <br />' Critical Slope <br />Velocity 0.01738 <br />13.34 ft/ft <br />ft/s <br /> Velocity Head 2.77 ft <br /> Specific Energy 5.77 ft <br />' Froude Number 0.00 <br /> Maximum Discharge 101.46 ft3/s <br />---- Discharge F-ull-- -------- - <br />94.32 <br />--------- -------- <br />-ft3/s----- ----- - -- -- - - -- - <br /> Slope Full 0.02000 ft/ft <br /> Flow Type SubCritical <br /> GVF Input Data <br /> Downstream Depth 0.00 ft <br />' Length 0.00 ft <br /> Number Of Steps 0 <br /> GVF Output Data <br /> Upstream Depth 0.00 ft <br /> Profile Description <br />' Profile Headloss 0.00 ft <br /> Average End Depth Over Rise 0.00 % <br />' Normal Depth Over Rise 100.00 % <br /> <br /> Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.00] <br /> 1211912007 10:56:58 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 <br />