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The Mott-Smith solution to the regular shock reflection problem

Published online by Cambridge University Press:  18 October 2022

M.Yu. Timokhin*
Affiliation:
Lomonosov Moscow State University, 119991 Moscow, Russia Khristianovich Institute of Theoretical and Applied Mechanics, 630090 Novosibirsk, Russia Moscow Aviation Institute, 125993 Moscow, Russia
A.N. Kudryavtsev
Affiliation:
Khristianovich Institute of Theoretical and Applied Mechanics, 630090 Novosibirsk, Russia
Ye.A. Bondar
Affiliation:
Khristianovich Institute of Theoretical and Applied Mechanics, 630090 Novosibirsk, Russia
*
†Email address for correspondence: timokhin@physics.msu.ru

Abstract

The classical Mott-Smith solution for one-dimensional normal shock wave structure is extended to the two-dimensional regular shock reflection problem. The solution for the non-equilibrium molecular velocity distribution function along the symmetry-plane streamline is obtained as a weighted sum of four Maxwellians. An analysis of applicability of the solution has been performed using the results of direct simulation Monte Carlo calculations for a range of incident shock wave intensities. Accuracy of the solution improves with increasing $Ma_n$, the Mach number normal to the shock front, so that the solution becomes rather accurate for strong shocks with $Ma_n>8$.

Information

Type
JFM Papers
Copyright
© The Author(s), 2022. Published by Cambridge University Press
Figure 0

Figure 1. Density flow field for $Ma_n=4.0$.

Figure 1

Figure 2. (a) The $N_1$, $N_2$ and $N_3$ distributions for $Ma_n=8.0$ with different pairs of equations; (b) the $(N_2+N_4)/(N_1+N_3)$ maximum value dependence on the normal Mach number.

Figure 2

Figure 3. Density profiles for (a) $Ma_n=4.0$, (b) $Ma_n=8.0$ and (c) $Ma_n=10.0$.

Figure 3

Figure 4. Total temperature and transverse temperature profiles for (a) $Ma_n=8.0$ and (b) $Ma_n=10.0$.

Figure 4

Figure 5. Stress tensor components for (a) $Ma_n=8.0$ and (b) $Ma_n=10.0$.

Figure 5

Figure 6. Heat flux for (a) $Ma_n=8.0$ and (b) $Ma_n=10.0$.

Figure 6

Figure 7. Velocity distribution functions $f(v_x)$ (a) and $f(v_y)$ (b) for $Ma_n=4.0$.

Figure 7

Figure 8. Velocity distribution functions $f(v_x)$ (a) and $f(v_y)$ (b) for $Ma_n=10.0$.