8/18/2019 4.4 TR=5 AÑOS SECC

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Academic Edition

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7/09/08

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FlowMaster

TRAMO 4.4 TR=5 AÑOSCross Section for Irregular Channel

Project DescriptionProject File c:\haestad\academic\fmw\tr=5años.fm2Worksheet TRAMO 4.4 DOBLEFlow Element Irregular Channel

Method Manning's FormulaSolve For Discharge

Section DataWtd. Mannings Coefficient 0.014Channel Slope 0.002000 m/mWater Surface Elevation 1.05 mDischarge 6.89 m³/s

Station (m)

   E   l  e  v  a   t   i  o  n

   (  m   )

0.0

0.2

0.4

0.6

0.8

1.0

1.2

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0