Surface Tension and the Hydraulic Jump
Circular Jumps and Crowns
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Figure 1: A small circular jump. |
Figure 2: A large circular jump. |
Figure 3: A turbulent circular jump with a crown. |
The circular hydraulic jump may arise when a fluid jet falling vertically at high Reynolds number strikes a horizontal plate. Fluid is expelled radially, and the layer generally thins until reaching a critical radius at which the layer depth increases abruptly. Predictions for the jump radius based on inviscid theory were presented by Rayleigh (1914). The dominant influence of fluid viscosity on the jump radius was elucidated by Watson (1964), who developed an appropriate description of the boundary layer that develops from the lower boundary. We have recently examined the influence of surface tension on the circular hydraulic jump, both its size and stability, through a combined theoretical and experimental investigation. Figures 1 and 2 illustrate the laminar circular hydraulic jump, and Figure 3 shows a turbulent circular jump with a pronounced outer crown.
The Polygonal Regime
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Figure 4: A three sided polygonal jump. |
Figure 5: A four sided polygonal jump. |
Figure 6: A five sided polygonal jump. |
Elegaard et al. (1998, 1999) first
demonstrated that the axisymmetry of the viscous hydraulic jump may be broken,
resulting in steady polygonal jumps. We have further examined these striking
flow structures.
The Clover Regime Figure 7: A three-leaf clover jump. Figure 8: A four-leaf clover jump. Figure 9: A bowtie jump. Figure 10: A butterfly jump. Figure 11: A cat's eye jump. Figure 12: An eight sided star
jump.
In addition to the polygonal forms, we have
discovered a new class of steady asymmetric jumps that include structures
resembling cat's eyes, three and four-leaf clovers, bowties and
butterflies (Figures 7-12). We have conducted a parameter
study that reveals the dependence of the jump structure on the governing
parameters. We acknowledge Jeff Leblanc for his assistance with our
study.
References
Bush, J.W.M. & Aristoff, J.M., 2003.
The influence of surface tension on the circular hydraulic jump.
J. Fluid Mech.
489, 229-238. Ellegaard, C, Hansen,
A.E., Haaning, A., Marcussen, A., Bohr, T., Hansen, J.L. and Ellegaard, C, Hansen,
A.E., Haaning, A., Hansen, K., Marcussen, A., Bohr, T., Hansen,
J.L. and Watanabe, S., 1999. Polygonal hydraulic jumps.
Nonlinearity, 12, 1-7. Rayleigh, L., 1914.
On the theory of long waves and bores. Proc. Roy. Soc. Lond. A. 90,
324. Watson, E.J., 1964. The spread
of a liquid jet over a horizontal plane. J. Fluid Mech. 20,
481-499.
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