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Separated shear layer effect on shock-wave/turbulent-boundary-layer interaction unsteadiness

Published online by Cambridge University Press:  04 June 2018

David Estruch-Samper*
Affiliation:
Department of Mechanical Engineering, National University of Singapore, 117575, Singapore
Gaurav Chandola
Affiliation:
Department of Mechanical Engineering, National University of Singapore, 117575, Singapore
*
Email address for correspondence: mpedavid@nus.edu.sg

Abstract

This paper presents an experimental study on shock-wave/turbulent-boundary-layer interaction unsteadiness and delves specifically into the shear layer’s role. A range of axisymmetric step-induced interactions is investigated and the scale of separation is altered by over an order of magnitude – mass in the recirculation by two orders – while subjected to constant separation-shock strength. The effect of the separated shear layer on interaction unsteadiness is thus isolated and its kinematics are characterised. Results point at a mechanism whereby the depletion of separated flow is dictated by the state of the large eddy structures at their departure from the bubble. Low-frequency pulsations are found to adjust in response and sustain a reconciling view of an entrainment–recharge process, with both an inherent effect of the upstream boundary layer on shear layer inception and an increase in the mass locally acquired by eddies as they develop downstream.

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 in any medium, provided the original work is properly cited.
Copyright
© 2018 Cambridge University Press
Figure 0

Figure 1. Schlieren image of highly separated axisymmetric step STBLI ($h=22.5~\text{mm}$, $\unicode[STIX]{x1D6FF}_{o}=3.8~\text{mm}$), at $M_{e}=3.9$ and $Re_{e}=6.1\times 10^{7}~\text{m}^{-1}$. Upstream separation and reattachment indicated as $S_{1}$ ($X_{U}^{\ast }=0$), $R_{1}$ ($X_{U}^{\ast }=1$) and respective downstream locations as $S_{2}$ ($X_{D}^{\ast }=0$),$R_{2}$ ($X_{D}^{\ast }=1$).

Figure 1

Figure 2. Test model diagram with dimensions parametrised as a function of base cylinder diameter $D_{B}$: ogive nose length ($3D_{B}$), upstream cylinder section ($3D_{B}$), downstream cylinder section ($4.35D_{B}$) and sting mount adaptor ($4.6D_{B}$). $R_{N}$ and $D_{S}$ are nose radius and axisymmetric step ($90^{\circ }$-disk) diameter. Length from step leading to trailing edge is $l_{S}=0.3D_{B}$ and height $h=(D_{S}-D_{B})/2$, where $D_{B}=75~\text{mm}$. Sting mount starts 0.45 m ($6D_{B}$) from step leading edge. Model at $0^{\circ }$-incidence and centred within 1.22 m $\times$ 1.22 m (4 ft $\times$ 4 ft) test section.

Figure 2

Figure 3. Free-stream total pressure $P_{o,\infty }$ (black lines, left axis) and total temperature $T_{o,\infty }$ (grey lines, right axis) at $M_{\infty }=3.93$, $Re_{\infty }=70.1\times 10^{6}~\text{m}^{-1}$ (solid lines), $M_{\infty }=2.95$, $Re_{\infty }=70.1\times 10^{6}~\text{m}^{-1}$ (long dashed lines) and $M_{\infty }=1.97$, $Re_{\infty }=70.1\times 10^{6}~\text{m}^{-1}$ (short dashed lines). Test window is taken respectively at 15–20.24 s, 8.5–13.74 s and 6–11.24 s as indicated over the $P_{o,\infty }$ traces (kept with a common duration of 5.24 s for unsteadiness analysis).

Figure 3

Figure 4. Reference pressure $p$ (solid lines, left axis), edge Mach number $M_{e}$ (short dashed lines, right axis) and Reynolds number $Re_{e}$ (long dashed lines, right axis) for: (a$M_{\infty }=3.93$, $Re_{\infty }=7.0\times 10^{7}~\text{m}^{-1}$, (b) $M_{\infty }=2.95$, $Re_{\infty }=7.0\times 10^{7}~\text{m}^{-1}$ and (c) $M_{\infty }=1.97$, $Re_{\infty }=7.0\times 10^{7}~\text{m}^{-1}$. Based on turbulent CFD ($N_{x}\times N_{y}=1301\times 1500$, $y^{+}=1$ for fine resolution mesh in black; $N_{x}\times N_{y}=323\times 374$, $y^{+}=4$ for coarse mesh in grey). Medium case ($N_{x}\times N_{y}=647\times 747$, $y^{+}=2$) not shown for illustration purposes. Grey square marks step location during the experiments (typical CFD domain schematic as shown on the top, with mesh fitted to ogive nose leading edge shock wave for each case). $p_{\infty }=11.16$ kPa, 26.85 kPa and 74.05 kPa from higher to lower Mach number.

Figure 4

Figure 5. Incoming boundary-layer profiles: (a) velocity $u$ and (b) Mach number $M$, (c) close up to log-law region and comparison with past studies and (d) spectra based on wall measurements $y=0$ and ‘high-frequency Pitot’ measurements with probe head at $y\approx (0.7\pm 0.2)\unicode[STIX]{x1D6FF}_{o}$. Experimental measurements in panels (a–c) taken with miniature probe in $\unicode[STIX]{x0394}y=0.2~\text{mm}$ steps (symbols) and numerical predictions indicated with lines as: $M_{\infty }=3.93$ (solid line), $M_{\infty }=2.95$ (long dashed line) and $M_{\infty }=1.97$ (short dashed line); with reference one-seventh power-law velocity profiles in grey $u/U_{e}=(y/\unicode[STIX]{x1D6FF}_{o})^{1/7}$. Respective $\unicode[STIX]{x1D6FF}_{3.9}$, $\unicode[STIX]{x1D6FF}_{3.0}$ and $\unicode[STIX]{x1D6FF}_{2.0}$ levels indicate local boundary-layer thickness taken at $y=99.5\,\%U_{e}$. Lines in panel (d) correspond to $M_{\infty }=3.93$ (black), $M_{\infty }=2.95$ (dark grey) and $M_{\infty }=1.97$ (light grey) cases, with grey area indicating region outside sensor range (${>}50~\text{kHz}$). All measurements taken at $x=336~\text{mm}$ on base model without the step, as per table 1.

Figure 5

Table 1. Nominal flow conditions: free-stream Mach number $M_{\infty }$ and total pressure $P_{o,\infty }$; edge Mach number $M_{e}$, static temperature $T_{e}$, velocity $U_{e}$, unit Reynolds number $Re_{e}/m$ and boundary-layer thickness $\unicode[STIX]{x1D6FF}_{o}$. Reference conditions taken at $S_{1}$ ($X_{U}^{\ast }=0$) for Mach 3.9 $h=22.5$ mm case (reference highly separated STBLI), i.e. at $x=336~\text{mm}$ on the ogive cylinder body without the step.

Figure 6

Figure 6. Wall-pressure measurements: (a) mean axial pressure for alternate step heights in the range $0.3\leqslant h/\unicode[STIX]{x1D6FF}_{o}\leqslant 5.9$ and with edge Mach number $M_{e}=3.9$ (pressure at $\unicode[STIX]{x1D711}=180^{\circ }$ for $h/\unicode[STIX]{x1D6FF}_{o}=5.9$ case shown with empty diamond symbols for reference), and (b) time-dependent pressure near separation $S_{1}$ for the reference case $h/\unicode[STIX]{x1D6FF}_{o}=5.9$ ($\unicode[STIX]{x1D6FF}_{o,ref}=3.8~\text{mm}$) and similar samples for (c) shortest step case with well-developed separation $h/\unicode[STIX]{x1D6FF}_{o}=1.0$. Panel (a) shows alternate cases only; results on the total of 15 step heights ($\unicode[STIX]{x0394}h/\unicode[STIX]{x1D6FF}_{o}\approx 0.4$) at this Mach number are presented later in § 5.

Figure 7

Figure 7. Schlieren images of $M_{e}=3.9$ interactions with step height: (a) $h/\unicode[STIX]{x1D6FF}_{o}=1.0$, (b$h/\unicode[STIX]{x1D6FF}_{o}=1.8$, (c) $h/\unicode[STIX]{x1D6FF}_{o}=2.5$, (d) $h/\unicode[STIX]{x1D6FF}_{o}=3.3$, (e) $h/\unicode[STIX]{x1D6FF}_{o}=4.1$ and (f$h/\unicode[STIX]{x1D6FF}_{o}=5.0$; see figure 1 for $h/\unicode[STIX]{x1D6FF}_{o}=5.9$ case. Obtained using fine-resolution multiband horizontal filter and converted to grey scale; negative wall-normal density gradients $\unicode[STIX]{x2202}\unicode[STIX]{x1D70C}/\unicode[STIX]{x2202}y<0$ across separation shock and positive across shear layer $\unicode[STIX]{x2202}\unicode[STIX]{x1D70C}/\unicode[STIX]{x2202}y>0$.

Figure 8

Figure 8. Variation in separation scale for complete range of $M_{e}=3.9$ interactions: (a) mean upstream and downstream separation lengths $L_{U}$ (squares) and $L_{D}$ (circles), with best linear fits indicated with dashed lines; (b) upstream separation length normalised by local boundary-layer thickness $L/\unicode[STIX]{x1D6FF}_{o}$ and plotted with respect to normalised shock intensity as $\unicode[STIX]{x0394}P/2\unicode[STIX]{x1D70F}_{w}$ together with incident shock cases (IS, gradient symbols) for different interaction strengths and further reference cases with symbols as listed in table 2. Arrows indicate tendency with increasing separation scale (see table 1). Reference highly separated case indicated with dark symbols.

Figure 9

Table 2. Reference STBLIs from past studies together with selection of present results. Configurations include: compression corner (CC), incident shock (IS), overexpanded nozzle (ON), blunt fin (BF) and forward-facing step (FFS). $Re_{h}$, $Re_{\unicode[STIX]{x1D6FF}}$ and $Re_{\unicode[STIX]{x1D703}}$ are respectively with reference to step height $h$, boundary-layer thickness $\unicode[STIX]{x1D6FF}_{o}$ and momentum thickness $\unicode[STIX]{x1D703}_{o}$, with conditions taken at the boundary-layer edge.

Figure 10

Figure 9. Pressure power spectral density (PSD) within upstream separation region for $M_{e}=3.9$ cases with step height: (a) $h/\unicode[STIX]{x1D6FF}_{o}=1.0$, (b) $h/\unicode[STIX]{x1D6FF}_{o}=1.8$, (c) $h/\unicode[STIX]{x1D6FF}_{o}=2.5$, (d) $h/\unicode[STIX]{x1D6FF}_{o}=3.3$, (e) $h/\unicode[STIX]{x1D6FF}_{o}=4.1$ and (f) $h/\unicode[STIX]{x1D6FF}_{o}=5.0$. $X_{U}^{\ast }$ locations are normalised with the respective $L_{U}$ (within $\pm 0.05$ accuracy). Arrows follow shear layer evolution and grey line indicates PSD levels immediately preceding the shear layer’s inception.

Figure 11

Figure 10. Contours of pressure PSD in the (f,x)-plane over axisymmetric step at Mach 3.9 (FFS as per figure 9), together with cross-correlation at selected locations and with respect to separation $\unicode[STIX]{x1D70C}_{ox}$ (near plateau start $X_{U}^{\ast }=0.2$, just ahead of step $X_{U}^{\ast }\approx 0.98$ and at downstream reattachment $X_{D}^{\ast }=1$). Detailed cross-correlations may be found in Chandola et al. (2017) for the reference large-scale interaction, $L/\unicode[STIX]{x1D6FF}_{o}=30.2$.

Figure 12

Figure 11. Pressure PSD for $M_{e}=3.9$ interaction cases in the range $1.0\leqslant h/\unicode[STIX]{x1D6FF}_{o}\leqslant 5.9$: (a) at shear layer inception $x_{o}+(4\pm 0.5)\unicode[STIX]{x1D6FF}_{o}$ and (b) just ahead of the step $X_{U}^{\ast }\approx 0.98$ (at its departure from the bubble). Levels in pressure PSD contours match the respective $\log (fG_{xx})$ range up to given maxima. Inception correspond to locations ranging from $X_{U}^{\ast }=0.16$ to 0.53 (from $h/\unicode[STIX]{x1D6FF}_{o}=5.9$ to 1.0).

Figure 13

Figure 12. Pressure PSD for $M_{e}=3.9$ interaction cases in the range $1.0\leqslant h/\unicode[STIX]{x1D6FF}_{o}\leqslant 5.9$ at: (a) upstream separation $X_{U}^{\ast }=0$ and (b) downstream reattachment locations $X_{D}^{\ast }=1$. Normalised with respect to local variance ($\unicode[STIX]{x1D70E}_{S}^{2}$, $\unicode[STIX]{x1D70E}_{R}^{2}$), where subscripts $_{S}$ and $_{R}$ refer accordingly to upstream separation ($S_{1}$) and downstream reattachment ($R_{2}$). Line legends as per figure 11; arrows indicate shift to lower frequencies with increasing step height and grey region delimits dominant frequencies between the $h/\unicode[STIX]{x1D6FF}_{o}=1.0$ and $h/\unicode[STIX]{x1D6FF}_{o}=5.9$ cases (from higher to lower characteristic frequencies).

Figure 14

Figure 13. Streamwise evolution of the separated shear layer for $M_{e}=3.9$ interactions: (a) schematic of highly separated interaction (scaled to fit reference highly separated case, $h/\unicode[STIX]{x1D6FF}_{o}=5.9$), (b) characteristic frequency $f_{ch}$, peak from pressure PSD (c) phase velocity associated with dominant disturbance $v_{\unicode[STIX]{x1D719}}$ and (d) associated wavelength $\unicode[STIX]{x1D706}_{w}$. Schematic indicates upstream intermittency length $L_{i,U}$, downstream intermittency length $L_{i,D}$ and velocity behind separation shock $U_{b}$.

Figure 15

Figure 14. Variation in low-frequency unsteadiness $f_{o}$ for complete range of heights: (a) upstream separation bubble, taken at $X_{U}^{\ast }=0$ ($S_{1}$) and (b) downstream bubble, at $X_{D}^{\ast }=1$ ($R_{2}$). Shown both as a function of $h/\unicode[STIX]{x1D6FF}_{o}$ (squares, bottom axis) and normalised mass in the bubble $M_{B}^{\ast }=M_{B}/M_{B,ref}$ (diamond symbols, top axis), where mass per unit span in the separation is estimated as $M_{B}=0.5\unicode[STIX]{x1D70C}_{B}Lh$ for the upstream FFS (${\sim}0.1\unicode[STIX]{x1D70C}_{e}$ in downstream BFS). $X_{U}^{\ast }=0$ and $X_{D}^{\ast }=1$ locations are selected at the local $\unicode[STIX]{x1D70E}_{p}/p$ maxima. Mass per unit span for reference highly separated case ($h=22.5~\text{mm}$) is $M_{B,ref}=0.0004~\text{kg}~\text{m}^{-1}$, with bubble density $\unicode[STIX]{x1D70C}_{B}=0.31~\text{kg}~\text{m}^{-3}$ (§ 5).

Figure 16

Figure 15. Mach number effect: (a) mean pressure for $M_{e}=2.0$ ($h/\unicode[STIX]{x1D6FF}_{o}=8.0$), $M_{e}=3.0~(h/\unicode[STIX]{x1D6FF}_{o}=7.0)$ and $M_{e}=3.9$ ($h/\unicode[STIX]{x1D6FF}_{o}=5.9$) FFS interactions, all with tallest step height of $h=22.5~\text{mm}$; and (b) respective schlieren images. Reynolds number kept at $Re_{e}/m=6.1\times 10^{7}$ ($^{\ast }6.5\times 10^{7}$ at $M_{e}=2.0$), flow conditions as per table 3. Reference pressure is $p_{u}=9.84$, 23.26 and 68.37 kPa from higher to lower Mach number (at reference $S_{1}$ location, no step in the model). Supplementary schlieren movies covering the complete axisymmetric step region are available at https://doi.org/10.1017/jfm.2018.350 as movie 1.

Figure 17

Figure 16. Comparison of present $M_{e}=2.0$, 3.0 and 3.9 FFS interactions ($h=22.5~\text{mm}$) with other STBLIs with separation in the literature: (a) separation length with respect to obstacle height $L/h$ for different high deflection corner and step configurations $\unicode[STIX]{x1D6FC}$ (surface deflection angle, see schematic) and (b) plateau to reference pressure levels $p_{p}/p_{u}$ for different Mach number conditions. Adding similar correlations in Knight & Zheltovodov (2014) and including present dataset as well as finite span ramp cases in Estruch-Samper (2016) (Mach 8.2, $\ast$ symbols).

Figure 18

Figure 17. Pressure PSD within separation region of $M_{e}=2.0$ (left column) and $M_{e}=3.0$ (right column) FFS interactions: (a,b) PSD plots, and (c,d) respective contours in the (f,x)-plane. Both at similar Reynolds number and corresponding to cases in figure 15 (refer to caption).

Figure 19

Figure 18. Reynolds number effect: (a) mean pressure for $Re_{e}/m=2.7\times 10^{7}$ ($h/\unicode[STIX]{x1D6FF}_{o}=6.4$), $Re_{e}/m=6.1\times 10^{7}$ ($h/\unicode[STIX]{x1D6FF}_{o}=7.0$) and $Re_{e}/m=8.4\times 10^{7}$ ($h/\unicode[STIX]{x1D6FF}_{o}=7.3$) FFS interactions, for a step height of $h=22.5~\text{mm}$; with (b) respective schlieren images. Mach number kept constant at $M_{e}=3.0$; flow conditions as per table 3. Reference pressure is $p_{u}=10.20$, 23.26 and 32.18 kPa from lower to higher Reynolds number (at reference $S_{1}$ location, no step in the model).

Figure 20

Table 3. Nominal flow conditions for study on Reynolds number effect.

Figure 21

Figure 19. Pressure PSD within separation region of $Re_{e}/m=2.7\times 10^{7}$ (left column) and $Re_{e}/m=8.4\times 10^{7}$ (right column) FFS interactions: (a,b) PSD plots, and (c,d) respective contours in the (fx)-plane, both at $M_{e}=3.0$. Corresponding to cases in figure 18.

Figure 22

Figure 20. Pressure contours in $(t,x)$-plane over $20T_{o}$-long sample periods with close up into $5T_{o}$-window and corresponding signals for the highly separated cases ($h=22.5~\text{mm}$ step) at: (a) $M_{e}=3.9$, $Re_{e}/m=6.1\times 10^{7}$; (b) $M_{e}=3.0$, $Re_{e}/m=8.4\times 10^{7}$; (c$M_{e}=3.0$, $Re_{e}/m=6.1\times 10^{7}$; (d) $M_{e}=3.0$, $Re_{e}/m=2.7\times 10^{7}$ and (e) $M_{e}=2.0$, $Re_{e}/m=6.5\times 10^{7}$. Red dashed line indicates separation location $x_{o}=0$ and black dashed line is taken at $5\unicode[STIX]{x1D6FF}_{o}$ downstream (near inception). Characteristic time scales of bubble pulsation $T_{o}$ ($f_{o}^{-1}$) and reference $\unicode[STIX]{x1D6FF}_{o}$ for each case as listed in table 2. Ejection location $x_{ej}$ taken at measurement station just ahead of the step, $X_{ej}^{\ast }=0.98$.

Figure 23

Figure 21. Simplified schematic of a characteristic sequence of low-frequency pulsation including: bubble shrinking ($0\lesssim t\lesssim 0.25T_{o}$), recharge towards mean ($0.25T_{o}\lesssim t\lesssim 0.5T_{o}$), further expansion of the bubble ($0.5T_{o}\lesssim t\lesssim 0.75T_{o}$) and collapse back to mean state ($0.75T_{o}\lesssim t\lesssim T_{o}$). Schematic not to scale and only representative of ‘characteristic’ contraction–expansion cycle over long periods. Arrows indicate out-of-phase motions between the separation and reattachment shocks, with input mass flow rate ${\dot{m}}_{in}$ (at recharge) and mass ejection rate ${\dot{m}}_{ej}$ near $X_{ej}^{\ast }\approx 1$ (depletion).

Figure 24

Figure 22. Present dataset (symbols as in figures 15 and 18): (a) variation in mean separated mass per unit span $M_{B}^{\ast }$ ($=M_{B}/M_{B,ref}$ where $M_{B,ref}=0.0004~\text{kg}~\text{m}^{-1}$ for reference case, see figure 14a) and (b) normalised low-frequency unsteadiness as $St_{o,L}$ versus $M_{e}$, compared with the studies in table 2 (see symbols). Velocity behind separation shock is $U_{b}=458~\text{m}~\text{s}^{-1}$ for $M_{e}=2.0$ ($M_{b}=1.6$), $575~\text{m}~\text{s}^{-1}$ for $M_{e}=3.0$ ($M_{b}=2.5$) and $638~\text{m}~\text{s}^{-1}$ for $M_{e}=3.9$ ($M_{b}=3.1$). Density within the bubble is based on adiabatic assumptions across the shear layer and taken as: $\unicode[STIX]{x1D70C}_{B}=1.62~\text{kg}~\text{m}^{3}$, $0.66~\text{kg}~\text{m}^{-3}$ and $0.31~\text{kg}~\text{m}^{-3}$ (from $M_{e}=2.0$ to $M_{e}=3.9$, $Re_{e}/m=6.1\times 10^{7}$, with the density ratio accordingly $s\approx 0.70$, 0.48 and 0.34); $\unicode[STIX]{x1D70C}_{B}=0.29~\text{kg}~\text{m}^{-3}$ ($M_{e}=3.0$, $Re_{e}/m=2.7\times 10^{7}$) and $0.92~\text{kg}~\text{m}^{-3}$ ($M_{e}=3.0$, $Re_{e}/m=8.4\times 10^{7}$), both with $s\approx 0.48$. Dashed lines delimit cases within $1.0\leqslant h/\unicode[STIX]{x1D6FF}_{o}\leqslant 5.9$ Mach 3.9 range, reference $h/\unicode[STIX]{x1D6FF}_{o}=5.9$ case indicated as dark square.

Figure 25

Figure 23. Streamwise evolution of shear layer instability along upstream separation for large-scale interactions ($h=22.5~\text{mm}$) at varying flow conditions: (a) with inverse of Strouhal number based on separation length $St_{L}^{-1}$ and as a function of $X^{\ast }$, and (b) based on reference boundary-layer thickness, $St_{\unicode[STIX]{x1D6FF}}^{-1}$ versus $X^{\ast }$. *Supersedes reference to $St_{\unicode[STIX]{x1D703}}^{-1}$ in Chandola et al. (2017).

Figure 26

Figure 24. Streamwise evolution of shear layer instability along upstream separation for step heights in the range $1.0\leqslant h/\unicode[STIX]{x1D6FF}_{o}\leqslant 5.9$ (showing alternate cases) at $M_{e}=3.9$, as: (a) $St_{L}^{-1}$ versus $X^{\ast }$ and (b) $St_{\unicode[STIX]{x1D6FF}}^{-1}$ versus $X^{\ast }$.

Figure 27

Figure 25. STBLI low-frequency unsteadiness: (a) schematic highlighting key flow features, (b) variation in shear layer evolution rate in the form $St_{L}/X^{\ast -1}$ (grey symbols, left axis) and in low-frequency unsteadiness as $St_{o,\unicode[STIX]{x1D6FF}}$ (white symbols, right axis) for complete range of steps considered in the study and (c) variation in low-frequency unsteadiness as $St_{o,L}$ (white symbols, right axis) to evaluate scaling with separation length, and compared with the respective Strouhal number upon ejection $St_{ej,L}$ (grey symbols, left axis). Horizontal and vertical dashed lines in panel (c) indicate $f_{o}\approx 0.04f_{ej}$ level and $h/\unicode[STIX]{x1D6FF}_{o}\geqslant 1$ threshold. Symbol legend in $St_{i,\unicode[STIX]{x1D6FF}}$ versus $M_{c}$ plot as per figures 23(b) and 24(b) (including present dataset and reference studies marked as b in table 2).

Figure 28

Figure 26. Estimated evolution of separated mass carried by large shear layer eddies $m_{\unicode[STIX]{x1D700}}$ (left axis), shown also with reference to ejected mass at $X_{ej}^{\ast }\approx 1$ for the highly separated Mach 3.9 case ($m_{\unicode[STIX]{x1D700},ref}\approx 8.5\times 10^{-6}~\text{kg}~\text{m}^{-1}$, right axis) and whereby the rate of mass ejection is ${\dot{m}}_{ej}=m_{\unicode[STIX]{x1D700}}f_{ej}$ (${\dot{m}}_{ej,ref}\approx 0.075~\text{kg}~\text{s}^{-1}~\text{m}^{-1}$). Trends assume constant shear layer growth $\unicode[STIX]{x1D6FF}^{\prime }=0.05$ for Mach 3.0–3.9 cases ($M_{c}\geqslant 1.25$) and $\unicode[STIX]{x1D6FF}^{\prime }=0.10$ at Mach 2.0 (based on (5.2) and taking $\unicode[STIX]{x1D709}_{B}\approx 0.5$ and $\unicode[STIX]{x1D6FC}_{\unicode[STIX]{x1D700}}=2$ for cases with $M_{c}\gg 0.8$; taking $\unicode[STIX]{x1D709}_{B}\approx 0.25$ and $\unicode[STIX]{x1D6FC}_{\unicode[STIX]{x1D700}}=1$ when $M_{c}\leqslant 0.8$). Figure includes estimates for Thomas et al.’s Mach 1.5 CC interaction where ${\dot{m}}_{ej}=0.021\pm 10\,\%~\text{kg}~\text{s}^{-1}~\text{m}^{-1}$ ($\unicode[STIX]{x1D70C}_{B}=0.63~\text{kg}~\text{m}^{-3}$, $\unicode[STIX]{x1D6FF}^{\prime }=0.13$, with $f_{ej}=11~\text{kHz}$ at $X_{ej}^{\ast }\approx 1$); Dupont et al.’s Mach 2.3 IS interaction is shown at a factor $\times 10$ higher for comparison, where ${\dot{m}}_{ej}=0.0025\pm 10\,\%~\text{kg}~\text{s}^{-1}~\text{m}^{-1}$ ($\unicode[STIX]{x1D70C}_{B}=0.081~\text{kg}~\text{m}^{-3}$, $\unicode[STIX]{x1D6FF}^{\prime }=0.08$, with $f_{ej}=5~\text{kHz}$ at $X_{ej}^{\ast }\approx 0.5$). *Perturbations with streamwise directivity. Symbol legend as per figures 23–25.

Estruch-Samper supplementary movie

High-speed schlieren of axisymmetric highly separated (h=22.5mm) interaction at: (a) Mach 2.0, (b) Mach 3.0 and (c) Mach 3.9.

Download Estruch-Samper supplementary movie(Video)
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