1.1 tr=5 aÑos

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Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 FlowMaster v5.17 17/09/08 Academic Edition 12:34:18 p.m. Worksheet for Circular Channel TRAMO 1.1 TR 5 AÑOS Project Description Project File c:\haestad\academic\fmw\tr=5años.fm2 Worksheet TRAMO 1.1 PROL. SANTOS DEGOLLADO Flow Element Circular Channel Method Manning's Formula Solve For Discharge Input Data Mannings Coefficient 0.012 Channel Slope 0.013100 m/m Depth 0.50 m Diameter 610.00 mm Results Discharge 0.80 m³/s Flow Area 0.26 Wetted Perimeter 1.38 m Top Width 0.47 m Critical Depth 0.56 m Percent Full 81.97 Critical Slope 0.011406 m/m Velocity 3.10 m/s Velocity Head 0.49 m Specific Energy 0.99 m Froude Number 1.34 Maximum Discharge 0.86 m³/s Full Flow Capacity 0.80 m³/s Full Flow Slope 0.013101 m/m Flow is supercritical.

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Page 1: 1.1 TR=5 AÑOS

Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 FlowMaster v5.1717/09/08 Academic Edition

12:34:18 p.m.

Worksheet for Circular ChannelTRAMO 1.1 TR 5 AÑOS

Project DescriptionProject File c:\haestad\academic\fmw\tr=5años.fm2Worksheet TRAMO 1.1 PROL. SANTOS DEGOLLADOFlow Element Circular ChannelMethod Manning's FormulaSolve For Discharge

Input DataMannings Coefficient 0.012Channel Slope 0.013100 m/mDepth 0.50 mDiameter 610.00 mm

ResultsDischarge 0.80 m³/sFlow Area 0.26 m²Wetted Perimeter 1.38 mTop Width 0.47 mCritical Depth 0.56 mPercent Full 81.97Critical Slope 0.011406 m/mVelocity 3.10 m/sVelocity Head 0.49 mSpecific Energy 0.99 mFroude Number 1.34Maximum Discharge 0.86 m³/sFull Flow Capacity 0.80 m³/sFull Flow Slope 0.013101 m/mFlow is supercritical.