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Hydraulics 4th Homework
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D=0.25 m; μ=1.20*10-4kgfs/m2; ρ=102kgfs2/m4; k=3*10-4 in a closed conduit flow. Determine the behavior of the pipe, from the hydraulic point of view, for the following mean velocities.
a) V=1.5 m/s
b) V=15 m/s
Moody Diagram
Solution (PDF) |
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