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The reflection of a planar impulsive shock wave at a liquid–gas interface

Published online by Cambridge University Press:  13 November 2024

Tom A. Smith*
Affiliation:
Department of Mechanical Engineering, University College London, WC1E 6BT London, UK
Nikos Bempedelis
Affiliation:
School of Engineering and Materials Science, Queen Mary University of London, E1 4NS London, UK
*
Email address for correspondence: tom.smith.17@ucl.ac.uk

Abstract

The reflection of a shock pulse at a liquid–gas interface occurs in many applications, from lithotripsy to underwater explosions and additive manufacturing. In linear theory, reflection and transmission at an interface depend only on the impedance difference, but this does not hold for a nonlinear pulse. This work develops an analytical framework for computing the reflection and transmission coefficients for an impulsive shock wave at a liquid–gas interface. The problem is treated analytically by considering idealised pulses and solving a series of consecutive Riemann problems. These correspond to the initial interaction with the interface and important subsequent wave interactions that enable a complete description of the process to be obtained. Comparisons with numerical and existing analytical approaches are made for the case of a water–air interface. In the acoustic limit, the method produces results identical to those of linear acoustic theory. As the pulse strength increases, the proposed method agrees well with numerical simulation results, whereas existing analytical methods that consider only the interface fail. We detail how a reflecting pulse can put water into tension without any incident negative pressure. It is further shown that the magnitude of the reflection coefficient decreases with increasing incident shock pressure, and the reflected pulse widens. Reflections of pulses with positive and negative pressures temporarily create negative pressure regions with greater magnitude than the incident pulse. Finally, we consider non-idealised waves. Comparisons with simulations show that the reflection characteristics can be explained qualitatively using the analytical method, and the reflection coefficients are predicted accurately.

Information

Type
JFM Papers
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (http://creativecommons.org/licenses/by/4.0), which permits unrestricted re-use, distribution and reproduction, provided the original article is properly cited.
Copyright
© The Author(s), 2024. Published by Cambridge University Press.
Figure 0

Figure 1. Typical solution to the Riemann problem showing a right-going shock wave and a left-going rarefaction wave.

Figure 1

Figure 2. Illustration of the two idealised pulses: (a) P-type pulse, (b) PN-type pulse. The dash-dotted vertical line indicates the initial location of the interface.

Figure 2

Figure 3. Illustration of the stages of the solution for the reflection/transmission of a P-type pulse. The Riemann problems occurring at $t=t_1, t_2, t_3$ are shown on the right-hand side, with their left and right initial states. Regions of shocked and rarefied fluid are shown in red and blue, respectively. Shock and rarefaction waves are denoted $s$ and $r$, respectively.

Figure 3

Figure 4. Time rate of change of width of a rarefaction wave moving into a region of shocked water.

Figure 4

Figure 5. Illustration of the stages of the solution for the reflection/transmission of a PN-type pulse. The Riemann problems occurring at $t=t_1,\ldots,t_6$ are shown on the right-hand side, with their left and right initial states. Regions of shocked and rarefied fluid are shown in red and blue, respectively. Shock and rarefaction waves are denoted $s$ and $r$, respectively.

Figure 5

Figure 6. Analytical and numerical predictions for the reflection/transmission of a P-type pulse ($p_\mathcal {S} = 10\,\text {MPa}$) at a water–air interface: (a) initial conditions; (b) $t=5\times 10^{-8}\,\text {s}$ ($t_1< t< t_2$); (c) $t=1\times 10^{-7}\,\text {s}$ ($t_2< t< t_3$); (d) $t=2\times 10^{-7}\,\text {s}$ ($t_3< t$).

Figure 6

Figure 7. Analytical and numerical predictions for the reflection/transmission of a PN-type pulse ($\kern0.7pt p_{\mathcal {S},+ve} = 10\,\text {MPa}$) at a water–air interface: (a) initial conditions; (b) $t=8\times 10^{-8}\,\text {s}$ ($t_4 < t < t_5$); (c) $t=2\times 10^{-7}\,\text {s}$ ($t_6< t$).

Figure 7

Figure 8. Reflection and transmission coefficients based on peak pressures for a P-type pulse.

Figure 8

Figure 9. Reflection and transmission coefficients based on peak pressures for a PN-type pulse where the widths of the two incident regions are constant and $p'_{\mathcal {S},-ve} = -p'_{\mathcal {S},+ve}$. Numerical results are shown with crosses.

Figure 9

Figure 10. Reflection coefficients for a PN-type pulse where the negative and positive pressure magnitudes differ.

Figure 10

Figure 11. Coefficient for the minimum pressure that will exist during the reflection process, as defined by $C_{\mathcal {R},{tmp}}$.

Figure 11

Figure 12. (a) Reflection and (b) transmission coefficients for a P-type pulse at a water–air interface with varying values of $p_\infty$, for $\gamma _l=2.955$ and $\gamma _g=1.4$.

Figure 12

Figure 13. Particle velocity in the star regions following each Riemann problem: (a) P-type pulse; (b) PN-type pulse.

Figure 13

Figure 14. Modified reflection coefficients for: (a) both P-type and PN-type pulses (for the PN-type pulse, the widths and magnitudes of over- and under-pressures are equal); (b) the PN-type pulse with varying width and pressure ratios, where $p'_{\mathcal {S},+ve}=10$ MPa.

Figure 14

Figure 15. Pressure, density, and velocity at $t=2\times 10^7\,\text {s}$ following interaction of a P-type pulse with $p_\mathcal {S}=5 \times 10^8\,\text {Pa}$ with a water–air interface.

Figure 15

Figure 16. Pressure in the negative portion of the transmitted pulse in the gas phase.

Figure 16

Figure 17. Reflection of (a) a modified Friedlander pulse and (b) a lithotripter pulse, at a water–air interface for three different peak over-pressures.

Figure 17

Figure 18. Solution to each Riemann problem for a P-type pulse at a water–air interface. The left-hand axis shows the difference in pressure between the star region and the left state, and the right-hand axis shows the same for the right state.

Figure 18

Figure 19. Solution to each Riemann problem for a PN-type pulse at a water–air interface. The left-hand axis shows the difference in pressure between the star region and the left state, and the right-hand axis shows the same for the right state.

Figure 19

Figure 20. Grid sensitivity results for a P-type pulse with $p_\mathcal {S}=5\times 10^8$ Pa; $n_x$ denotes the number of cells.