8/18/2019 4.3 TR=5 AÑOS

1/1

1:45:39 p.m.

Academic Edition7/09/08 FlowMaster

Page 1Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666

TRAMO 4.3 TR=5 AÑOSWorksheet for Rectangular Channel

Project DescriptionProject File c:\haestad\academic\fmw\tr=5años.fm2Worksheet TRAMO 4.3 COLECTOR PRINCIPAL 18 DE MARZOFlow Element Rectangular Channel

Method Manning's FormulaSolve For Discharge

Input DataMannings Coefficient 0.014Channel Slope 0.004000 m/mDepth 1.00 mBottom Width 1.70 m

Results

Discharge 4.57 m³/sFlow Area 1.70 m²Wetted Perimeter 3.70 mTop Width 1.70 mCritical Depth 0.90 mCritical Slope 0.005222 m/mVelocity 2.69 m/sVelocity Head 0.37 mSpecific Energy 1.37 mFroude Number 0.86Flow is subcritical.