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On the interaction between planar incident shock with finite width and cylindrical boundary layer at Mach 2.0

Published online by Cambridge University Press:  06 February 2025

Fangbo Li
Affiliation:
College of Energy and Power Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, PR China
Hexia Huang*
Affiliation:
College of Energy and Power Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, PR China
Huijun Tan
Affiliation:
College of Energy and Power Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, PR China
Xin Li
Affiliation:
College of Energy and Power Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, PR China
Hang Yu
Affiliation:
College of Energy and Power Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, PR China
Yuan Qin
Affiliation:
College of Energy and Power Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, PR China
*
†Email address for correspondence: huanghexia@nuaa.edu.cn

Abstract

The interaction between planar incident shocks and cylindrical boundary layers is prevalent in missiles equipped with inverted inlets, which typically leads to substantial three-dimensional flow separation and the formation of vortical flow. This study utilizes wind-tunnel experiments and theoretical analysis to elucidate the shock structure, surface topology and pressure distributions induced by a planar shock with finite width impinging on a cylinder wall at Mach 2.0. In the central region, a refraction phenomenon occurs as the transmitted shock bends within the boundary layer, generating a series of compression waves that coalesce into a shock, forming a ‘shock triangle’ structure. As the incident shock propagates backward along both sides, it gradually evolves into a Mach stem, where the transmitted shock refracts the expansion wave. The incident shock interacts with the boundary layer, resulting in the formation of a highly swept separation region that yields a pair of counter-rotating horseshoe-like vortices above the separation lines. These vortices facilitate the accumulation of low-energy fluid on both sides. Although the interaction of the symmetry plane aligns with free-interaction-theory, the separation shock angle away from the centre significantly deviates from the predicted value owing to the accumulation of low-energy fluids. The primary separation line and pressure distribution jointly exhibit an elliptical similarity on the cylindrical surface. Furthermore, the potential unsteady behaviour is assessed, and the Strouhal number of the low-frequency oscillation is found to be 0.0094, which is insufficient to trigger significant alterations in the flow field structure.

Information

Type
JFM Papers
Copyright
© The Author(s), 2025. Published by Cambridge University Press
Figure 0

Figure 1.Experimental set-up of the test model: (a) schematic diagram of parts assembly; (b) configuration of the shock generator; (c) spanwise dimensions of the test model.

Figure 1

Figure 2.Set-up of the wind tunnel: (a) schematic diagram of the NH-1 wind tunnel; (b) relative position of the test model in the wind tunnel.

Figure 2

Figure 3.Photographs of the test model installed in the test section of the wind tunnel.

Figure 3

Figure 4.Set-up of the computational domain (the symmetry plane shows transparency).

Figure 4

Figure 5.Velocity profile of the incoming boundary layer.

Figure 5

Table 1.Parameters of the turbulent boundary layer.

Figure 6

Figure 6.Schlieren photographs of the experimental and numerical flow field structure: (a) experimental results; (b) numerical results ($i_1$, incident shock; $s_1$, separation shock; $ts_1$, $ts_2$, transmitted shock; $r_1$, reflected shock; $r_1$, refraction shock; $r_3$, reattachment shock; $c_1$, compression wave. The blue and red short lines represent the dynamic pressure measurement positions upstream and downstream of the separation point on the centreline, respectively).

Figure 7

Figure 7.Schematic diagram of flow structure of the shock-induced separation within the central region. Here $C_1$–$C_6$ are the expressions of several shock waves in the shock polar. Here $0 < z/D < 0.3$, regular reflection (RR)

Figure 8

Figure 8.Shock-polar representation of the regular interaction structure.

Figure 9

Figure 9.Refraction of the shock in the shock coalesced region (in the symmetry plane): $t_1$, $t_2$, $t_j$, $t_n$, the refraction of transmitted shock in the boundary layer; $r_1$, $r_2$, $r_j$, $r_n$, the refraction of transmitted shock in the boundary layer; $D_{30}$, $D_{31}$, $D_{32}$, $D_{3j}$, $D_{3n}$, the airflow parameters behind shock $ts_1$, $t_1$, $t_2$, $t_j$, $t_n$; $sl_1$, $sl_2$, slip line; boundary layer BL; sonic line SL. Here $z/D = 0$, regular reflection (RR).

Figure 10

Figure 10.The expression of shock refraction in the shock-polar diagram (in the symmetry plane).

Figure 11

Figure 11.The distribution of the spanwise flow structure and separation near the cylinder wall.

Figure 12

Figure 12.Flow field structure at different cross-sections along the spanwise direction: (a) $z/D = 0$; (b) $z/D = 0.1$; (c) $z/D = 0.2$; (d) $z/D = 0.3$; (e) $z/D = 0.4$; ( f) $z/D = 0.45$.

Figure 13

Figure 13.Schematic diagram of shock-polar at different spanwise positions; isentropic polar ($IP$)

Figure 14

Figure 14.Refraction of the shock in the shock coalesced region: $t_1$, $t_2$, $t_j$, $t_n$, the refraction of transmitted shock in the boundary layer; $D_{30}$, $D_{31}$, $D_{32}$, $D_{3j}$, $D_{3n}$, the airflow parameters behind shock $ts_1$, $t_1$, $t_2$, $t_j$, $t_n$; $sl_1$, $sl_2$, slip line; here boundary layer BL; sonic line SL. Here $0.3 < z/D < 0.5$, Mach reflection (MR).

Figure 15

Figure 15.The expression of shock refraction in the shock-polar diagram: $0.3 < z/D < 0.5$.

Figure 16

Figure 16.Experimental and numerical oil-flow patterns taken from different directions: (a) side view; (b) vertical view. Here separation line $SL$; reattachment line $RL$; asymptote line $AL$; saddle point $S$; node point $N$.

Figure 17

Figure 17.Schematic diagram of numerical surface streamline; cylindrical surface transformed into a rectangular plane.

Figure 18

Table 2.Transformed parameters of the flow patterns on the cylinder wall.

Figure 19

Figure 18.Vortex structure of different perspectives in the near-wall region based on $Q$ criterion given by CFD: 1, the primary vortex; 2, the secondary vortex.

Figure 20

Figure 19.Comparison of time-average pressure distribution along the streamwise.

Figure 21

Table 3.The measured values and relative error of the different spanwise sections; the section $z/D = 0$ represents the symmetry plane.

Figure 22

Figure 20.Schematic diagram of the establishment of the elliptic coordinate system.

Figure 23

Figure 21.Pressure distribution curve on the polar axis at different angles in the elliptical coordinate system.

Figure 24

Figure 22.Pressure fluctuation signal on the wall surface.

Figure 25

Figure 23.Fluctuating pressure signal of the upstream boundary layer and separation point: (a) PSD; (b) associated weighted PSD function.

Figure 26

Figure 24.Analytical results for the ${\rm RR} \leftrightarrow {\rm MR}$ transition criteria in the ($\delta _1$, $\delta _2$) plane for $Ma_0 = 2$ and $\gamma = 1.4$: (a) $z/D = 0$; (b) $z/D = 0.1$; (c) $z/D = 0.2$; (d) $z/D = 0.3$; (e) $z/D = 0.4$; ( f) $z/D = 0.45$. Sonic ($\delta ^S$) criteria as proposed by Hu et al. (2009); detachment ($\delta ^D$) as proposed by Li, Chpoun & Ben-dor (1999) for asymmetric shock intersections.

Figure 27

Figure 25.Comparison of flow field structures between the CFD and experiment: (a) experiment result; (b) CFD result. Shock-shock intersection (SI), expansion fan (EF), conical shock (CS), incident shock (IS), separation shock (SS), reattachment shock (RS), test section Mach wave (TSW), leeward shock (LS).

Figure 28

Figure 26.Comparison of streamwise pressure at different circumferential positions.

Figure 29

Figure 27.The flow field structure in the symmetry plane under different grid resolutions: (a) $8 \times 10^6$ grids; (b) $12 \times 10^6$ grids; (c) $16 \times 10^6$ grids; (d) $20 \times 10^6$ grids.

Figure 30

Figure 28.Comparison of wall pressure distribution under different grid resolutions.