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Revision 134, 0.9 kB
(checked in by powell, 6 years ago)
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New problem: Tank drainage through a rising tube
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Property svn:keywords set to
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| 1 | \documentclass{article} |
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| 2 | \usepackage{fullpage,pstricks} |
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| 3 | \begin{document} |
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| 4 | \begin{enumerate} |
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| 5 | \item Tank drainage through a rising tube |
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| 6 | |
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| 7 | A large tank of water 1.5 meters deep drains through a tube from the |
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| 8 | bottom/side 1 m long and 0.1 m in diameter, which rises 0.25 m from the |
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| 9 | bottom, as shown below. |
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| 10 | |
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| 11 | \begin{center} |
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| 12 | \input{funnytank} |
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| 13 | \end{center} |
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| 14 | |
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| 15 | \begin{enumerate} |
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| 16 | \item Calculate the velocities and pressures just inside the two ends of the |
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| 17 | tube where the water is flowing out. (Atmospheric pressure is 101300 |
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| 18 | $\rm\frac{N}{m^2}$.) |
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| 19 | \item Calculate the thickness of the boundary layer at the exit of the tube |
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| 20 | using the laminar and turbulent flow expressions. Is the Bernoulli |
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| 21 | equation likely to be accurate? |
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| 22 | \item Using the laminar flow boundary layer expression, calculate the shear |
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| 23 | stress on the tube wall 10 cm from its entrance. |
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| 24 | \end{enumerate} |
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| 25 | \end{enumerate} |
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| 26 | \end{document} |
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