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Global stability of supersonic flow over a hollow cylinder/flare

Published online by Cambridge University Press:  21 November 2023

Cheng Li
Affiliation:
Department of Aeronautical and Aviation Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong
Jiaao Hao*
Affiliation:
Department of Aeronautical and Aviation Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong
*
†Email address for correspondence: jiaao.hao@polyu.edu.hk

Abstract

Supersonic flow over a hollow cylinder/flare with a free-stream Mach number of 2.25 is numerically investigated in this study. Axisymmetric computational fluid dynamics simulations and global stability analysis (GSA) are performed for a wide range of cylinder radii and flare deflection angles. The onset of incipient and secondary separation is delayed as the cylinder radius is decreased due to the axisymmetric effects. The GSA reveals that a decrease in cylinder radius also postpones the emergence of global instability. The GSA results agree well with the results of direct numerical simulations for a supercritical case in the linear stage. The saturated flow exhibits pairs of unsteady streamwise streaks downstream of reattachment. The criterion of the global stability boundary established for supersonic flow over a compression corner (Hao et al., J. Fluid Mech, vol. 919, 2021, A4) is extended to its axisymmetric counterpart.

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), 2023. Published by Cambridge University Press.
Figure 0

Figure 1. Schematic view of the hollow-cylinder/flare configuration.

Figure 1

Figure 2. The skin friction coefficient distributions for (a) R/L = 0.2, (b) R/L = 0.5, (c) R/L = 1.0 and(d) R/L = ∞ at different deflection angles with enlarged views near the juncture (PHAROS). Open symbols: separation and reattachment points. Horizontal dashed line: zero skin friction. Vertical dashed line: juncture.

Figure 2

Figure 3. The (a) scaled length of the separation region as a function of α*3/2 and (b) magnitude of the second minimum in Cf as a function of α* for axisymmetric and planar configurations (PHAROS).

Figure 3

Figure 4. The (a) scaled length of the separation region and (b) magnitude of the second minimum in Cf as a function of R* for varying deflection angles (PHAROS). Horizontal dashed line: the limiting planar results.

Figure 4

Figure 5. The distributions of the surface pressure coefficient for (a) R/L = 0.2, (b) R/L = 0.5, (c) R/L = 1.0 and (d) R/L = ∞ with different deflection angles (PHAROS). Open symbols: separation and reattachment points. Vertical dashed line: juncture.

Figure 5

Figure 6. Contours of (a) density gradient magnitude and (b) non-dimensional pressure scaled by ${\rho _\infty }u_\infty ^2$ with streamlines superimposed for R/L = 0.5 at α = 14° (left column) and 15° (right column) (PHAROS).

Figure 6

Figure 7. The distributions of the skin friction coefficient (left column) and surface pressure coefficient (right column) for varying cylinder radii at (a) α = 5° and (b) α = 13° (PHAROS). Horizontal dashed line: zero skin friction for Cf, pressure predicted by the oblique shock relations (upper) and conical shock relations (lower) for Cp. Vertical dashed line: juncture.

Figure 7

Figure 8. The scaled wall shear stress distributions obtained by the triple-deck theory for different cylinder radii (a) R* = 4.948, (b) R* = 12.37, (c) R* = 24.74 and (d) R* = ∞ at various deflection angles (triple-deck solutions). Vertical dashed line: juncture. Horizontal dashed line: scaled wall shear stress of zero and one.

Figure 8

Figure 9. The scaled length of the separation region as a function of (a) α*3/2 for R* = 12.37 and ∞ and (b) R* for a constant deflection angle α* = 3.69 (PHAROS and triple-deck solutions). Open symbols: base-flow data. Solid symbols: triple-deck data. Horizontal dashed line in (b): limiting planar results.

Figure 9

Figure 10. Variations in the growth rates of the most unstable modes as a function of spanwise wavenumber at different flare deflection angles for R/L = ∞ (GSA). Vertical dashed line: the most unstable wavenumber. Horizontal dashed line: zero growth rate.

Figure 10

Figure 11. Variations in (a) growth rates and (b) frequencies of the unstable modes as a function of spanwise wavenumber for R/L = ∞ at α = 12° (GSA). Vertical dashed line: the most unstable wavenumber. Horizontal dashed line: zero growth rate and angular frequency.

Figure 11

Figure 12. Real parts of (a) the spanwise velocity perturbation and (b) pressure perturbation for mode 1 (left column) with βL = 60.5 and mode 2 (right column) with βL = 66.7 at α = 12° for the two-dimensional problem (GSA). The contour levels are uniformly distributed between ±0.1 of the maximum |w′| and |p′|, respectively.

Figure 12

Figure 13. Variations in the growth rates of the most unstable modes as a function of azimuthal wavenumber at different flare deflection angles for R/L = 0.5 (GSA). Vertical dashed line: the most unstable wavenumber. Horizontal dashed line: zero growth rate.

Figure 13

Figure 14. Variations in (a) growth rates and (b) angular frequencies of the most unstable modes as a function of azimuthal wavenumber at α = 15° for R/L = 0.5 (GSA). Vertical dashed line: the most unstable wavenumber. Horizontal dashed line: zero growth rate and angular frequency.

Figure 14

Figure 15. Real parts of (a) the pressure perturbations and (b) azimuthal velocity perturbations for mode 1 (left column) at m = 40 and mode 2 at m = 42 (right column) for R/L = 0.5 at α = 15° (GSA). The contour levels are uniformly distributed between ±0.1 of the maximum |w′| and |p′|, respectively.

Figure 15

Figure 16. Variations in the growth rates of the most unstable modes as a function of azimuthal wavenumber for (a) R/L = 0.2 and (b) R/L = 1.0 with increasing deflection angles (GSA). Vertical dashed line: the most unstable azimuthal wavenumber. Horizontal dashed line: zero growth rate.

Figure 16

Figure 17. Temporal evolution of (a) the averaged azimuthal velocity for R/L = 0.5 and (b) the averaged spanwise velocity for R/L = ∞ at x/L = 1.25 (DNS).

Figure 17

Figure 18. The azimuthal velocity distributions for R/L = 0.5 and α = 15° at tu∞/L = 14.88: (a) the x–r plane with ϕ = 18°; (b) the wall-normal slice extracted at x/L = 1.21 (DNS).

Figure 18

Figure 19. The spanwise velocity distributions for R/L = ∞ and α = 15° at tu∞/L = 8.63: (a) the x–y plane with z/L = 0.5; (b) the wall-normal slice extracted at x/L = 1.25 (DNS).

Figure 19

Figure 20. The PSD of (a) the azimuthal velocity at x/L = 1.55 and r/L = 0.68 for ϕ = 18° and (b) the spanwise velocity at x/L = 1.71 and y/L = 0.71 for z/L = 0.5 (DNS).

Figure 20

Figure 21. Contours of the skin friction coefficient for R/L = 0.5 and α = 15° at (a) tu∞/L = 0, (b) tu∞/L = 14.88, (c) tu∞/L = 28.37, (d) tu∞/L = 55.34, (e) tu∞/L = 76.93 and (f) tu∞/L = 98.51 (DNS). Solid lines: isolines of Cf = 0. Solid points: separation and reattachment points of base-flow solutions.

Figure 21

Figure 22. Contours of the skin friction coefficient for R/L = ∞ and α = 15° at (a) tu∞/L = 0, (b) tu∞/L = 8.63, (c) tu∞/L = 10.79, (d) tu∞/L = 19.42, (e) tu∞/L = 30.21 and (f) tu∞/L = 41.00 (DNS). Solid lines: isolines of Cf = 0. Solid points: separation and reattachment points of base-flow solutions.

Figure 22

Figure 23. A comparison of the skin friction coefficient distributions between the base-flow and DNS results: (a) the azimuthally averaged Cf for R/L = 0.5 and α = 15° at tu∞/L = 98.51; (b) the spanwise-averaged Cf for R/L = ∞ and α = 15° at tu∞/L = 41.00 (DNS). The shaded area denotes the azimuthal/spanwise variations.

Figure 23

Figure 24. The scaled critical deflection angles as a function of the scaled cylinder radii for the incipient separation $\alpha _1^\ast $ and secondary separation $\alpha _2^\ast $ by CFD and triple-deck theory, and global instability $\alpha _{GSA}^\ast $ by GSA. Horizontal dashed lines: limiting solutions obtained from the equivalent two-dimensional compression corner flow. Red symbols: both presence of incipient separation and absence of secondary separation. Blue symbols: emergence of secondary separation. Open symbols: globally stable. Solid symbols: globally unstable.

Figure 24

Table 1. Flow conditions and geometric parameters of the collected theoretical, numerical and experimental data shown in figure 24.

Figure 25

Figure 25. The scaled critical deflection angles as a function of the scaled cylinder radii for the incipient separation $\alpha _1^\ast $ and secondary separation $\alpha _2^\ast $ by CFD and triple-deck theory, and global instability $\alpha _{GSA}^\ast $ by GSA. Horizontal dashed lines: limiting solutions obtained from the equivalent two-dimensional compression corner flow. Red symbols: both presence of incipient separation and absence of secondary separation. Open symbols: globally stable.

Figure 26

Table 2. Flow conditions and geometric parameters of the collected theoretical, numerical and experimental data presented in figure 25.

Figure 27

Figure 26. Distributions of (a) surface pressure coefficient and (b) skin friction coefficient obtained on three varying grids for R/L = 0.5 at α = 15° (left column) and R/L = ∞ at α = 13° (right column) (PHAROS).

Figure 28

Figure 27. Eigenvalue spectra obtained on three different grids for (a) the hollow-cylinder flare flow at R/L = 0.5 and α = 15° and (b) the appropriate compression corner flow at α = 13° in terms of the most unstable azimuthal/spanwise wavenumbers (GSA). Squares: coarse grid; diamonds: medium grids; circles: fine grids.

Figure 29

Figure 28. Distributions of scaled wall shear stress obtained on three varying grids: (a) the planar case R* = ∞ at α* = 3.69; (b) the axisymmetric case R* = 12.37 at α* = 4.92 (triple-deck solutions).

Figure 30

Figure 29. Numerical results for ε = 1 and R* = 1 at different deflection angles: (a) wall shear stress distributions; (b) pressure distributions; (c) displacement thickness distributions (triple-deck solutions). Solid squares: data collected from Gittler & Kluwick (1987).

Figure 31

Figure 30. Numerical results of wall shear stress distribution τ*(x*) for the compression corner flow at different deflection angles: (a) α* = 2.0, 2.5, 3.0 and 3.5; (b) α* = 3.6 (triple-deck solutions). Horizontal dashed line: zero wall shear stress. Solid squares in (a): data collected from Cassel et al. (1995). Solid circles and diamonds in (b): data collected from Logue et al. (2014) and Broadley et al. (2023), respectively.

Figure 32

Figure 31. Real parts of mode 1 (left column) at m = 40 and mode 2 at m = 42 (right column) for R/L = 0.5 at α = 15°: (a) streamwise velocity perturbations; (b) radial velocity perturbations; (c) density perturbations; and (d) temperature perturbations (GSA). The contour levels are uniformly distributed between ±0.1 of the maximum |u′|, |v′|, |ρ′| and |T′|, respectively.

Figure 33

Figure 32. Eigenvalue spectra for the compression corner flow at α = 15° with βL = 74 (GSA).

Figure 34

Figure 33. Variations in (a) growth rates and (b) angular frequencies of the unstable modes as a function of spanwise wavenumber for R/L = ∞ at α = 15° (GSA). Vertical dashed line: the most unstable spanwise wavenumber. Horizontal dashed line: zero frequency.

Figure 35

Figure 34. Real parts of (a) the spanwise velocity perturbation and (b) pressure perturbation for mode 1 (left column) with βL = 74 and mode 3 (right column) with βL = 72 at α = 15° for the compression corner flow (GSA). The contour levels are uniformly distributed between ±0.1 of the maximum |w′| and |p′|, respectively.