1. Introduction
A detailed understanding of receptivity, stability and subsequent evolution of disturbances in hypersonic flows is essential for predicting laminar–turbulent transition, which affects the design of thermally efficient flight vehicles. The first step in the process, receptivity, refers to the process by which external disturbances in the free stream, such as acoustic, vortical or entropy waves, penetrate the boundary layer and generate the intrinsic instability modes (Kendall Reference Kendall1990). The process is primarily associated with diffraction and scattering of acoustic waves (Fedorov Reference Fedorov2003). The former occurs when the acoustic wavefront is normal to the surface, and disturbances then partially translate into the boundary layer as fast (
$u+c$
) and slow (
$u - c$
) modes. The evolution of the slow mode, and its pre- and post-synchronisation with the fast mode, are identified as first and second modes, respectively, following linear theory (Mack Reference Mack1984). Scattering arises when the acoustic wavefront is inclined relative to the surface, generating a secondary acoustic field that subsequently enters the boundary layer through diffraction.
These excitation mechanisms govern initial disturbance evolution, which, depending on the properties of the basic state, may amplify and interact with each other (Unnikrishnan & Gaitonde Reference Unnikrishnan and Gaitonde2019b ), including nonlinear processes, eventually triggering transition. The coupling between external acoustic disturbances and boundary-layer instability modes has been the subject of numerous theoretical and numerical investigations. Early studies (Mack Reference Mack1984; Fedorov Reference Fedorov2003) demonstrated that fast and slow acoustic waves impinging on a hypersonic boundary layer can excite the first and second Mack modes depending on their incidence angle and frequency. Flat-plate and cone-based receptivity analyses (Ma & Zhong Reference Ma and Zhong2005; Tumin, Wang & Zhong Reference Tumin, Wang and Zhong2007; Fedorov Reference Fedorov2011) established that the transfer efficiency between the free stream and the boundary layer is strongly influenced by wall temperature (Kuehl Reference Kuehl2018; Batista & Kuehl Reference Batista and Kuehl2020), Mach number and the phase relation between incoming and scattered acoustic waves. Analytical treatments and direct numerical simulation (DNS) studies (Fedorov & Khokhlov Reference Fedorov and Khokhlov2002; Balakumar & Chou Reference Balakumar and Chou2018) further revealed that the leading-edge and surface irregularities act as critical sites for mode excitation, where acoustic disturbances are scattered into instability waves that subsequently evolve along the surface. Despite these advances, most canonical investigations have considered smooth geometries with attached flows, leaving the role of free-stream forcing in complex configurations with flow separation largely unexplored.
For configurations more complex than the sharp-tipped flat plate, hypersonic flow is accompanied by relatively strong shocks, temperature gradients and significant compressibility effects; in such cases, even weak free-stream perturbations can strongly influence the onset and evolution of instabilities (Zhong Reference Zhong2001; Fedorov & Khokhlov Reference Fedorov and Khokhlov2002). The cone–cylinder–flare (CCF) geometry, shown schematically in figure 1, provides an ideal configuration to explore the pertinent processes in a more realistic, yet canonical model, which includes an initial attached boundary layer on the cone, a subsequent separated region induced by a shock-associated adverse pressure gradient and reattachment over the flare, features encountered in high-speed flight vehicles. The resulting compression and expansion waves forming in association with the separation bubble are shown with black and pink shades, respectively, as is the black compression region over the flare. The flow reattachment downstream on the flare bounds the separated region beneath the shear layer, with reverse flow that significantly alters the basic state in which the perturbation growth occurs (Sansica, Sandham & Hu Reference Sansica, Sandham and Hu2016). Surface heat transfer mechanisms and pressure distribution are also greatly affected by wall temperature conditions, which in turn modify the reattachment process downstream.
Schematic of flow over CCF. The inset in the bottom-left corner illustrates the separated flow over the cylinder–flare corner. The dashed blue line highlights the separated shear layer.

The flow over the cone, specifically its behaviour in amplifying instabilities, forms the initial condition to the growth of perturbations in the downstream separated region. As for the flat plate, the cone supports both first- and second-Mack-mode amplification, with the latter being larger (Malik, Spall & Chang Reference Malik, Spall and Chang1990; Zhong & Ma Reference Zhong and Ma2006). It should be noted that the second and higher Mack modes are described as acoustic waves trapped between the wall and the supersonic region in the boundary layer (Fedorov Reference Fedorov2011), while some in the community interpret them as waves trapped by a thermoacoustic impedance, that is, the large density gradient near the top of the boundary layer (Kuehl Reference Kuehl2018). Non-local effects, such as non-parallel flow, destabilised the oblique first mode in Mach 8 flow over cones, as shown by Simen et al. (Reference Simen, Hein, Bertolotti, Wendt, Hanifi and Henningson1995) with the parabolised stability equations (PSEs) of Herbert (Reference Herbert1994).
In the CCF model, the attached boundary layer over the cone separates on the cylinder, forming a separation bubble bounded by a shear layer over the cylinder–flare corner, introducing the potential for additional convective and global instabilities. Laminar mean-flow-based theoretical analysis (LST) and PSEs of the CCF configuration (Esquieu et al. Reference Esquieu, Benitez, Schneider and Brazier2019) showed amplification of low-frequency disturbances within the separation bubble over the cylinder and flare. Unlike those observed over the cone, these disturbances did not correspond to either the first or second mode. Further insights into the CCF flow were obtained with linear PSE analysis; in particular, the amplification of low-frequency oblique disturbances along the separated shear layer (Paredes et al. Reference Paredes, Scholten, Choudhari, Li, Benitez and Jewell2022) suggested a potential pathway to transition onset at higher flare angles. Further downstream of the separation bubble, on the flare, Wagner, Schneider & Jewell (Reference Wagner, Schneider and Jewell2022) experimentally observed streamwise vortices in the reattached boundary layer. A recent comprehensive experimental assessment of the CCF flow (Benitez et al. Reference Benitez, Esquieu, Jewell and Schneider2020, Reference Benitez, Jewell and Schneider2021, Reference Benitez, Borg, Scholten, Paredes, McDaniel and Jewell2023b ) has identified two major instabilities related to shear layer and second mode, with mode switching among the second mode and shear-generated travelling waves over the flare in the reattached boundary layer.
The nature of incoming free-stream disturbances (including frequency content, wave orientation and amplitude) plays a crucial role in determining the features of instability growth. Surface power spectra, for example, differ significantly depending on whether the tunnel is conventionally noisy or quiet, the latter exhibiting highly coherent fluctuations that alter the reattachment process (Schneider Reference Schneider2015; Cerminara et al. Reference Cerminara, Durant, André, Sandham and Taylor2019). The sensitivity to inflow conditions is reflected in the nature of the receptivity process (Chang & Choudhari Reference Chang and Choudhari2005) and CCF processes downstream. Kendall (Reference Kendall1990) and Zhong (Reference Zhong2001) indicated the significance of amplitude and types of inflow perturbations (acoustical/vortical/entropy waves). Free-stream acoustic waves generate higher-amplitude disturbances in the boundary layer compared with entropy and vorticity waves with similar initial amplitude (Soudakov Reference Soudakov2013). Moreover, depending on the wave incidence angle, these acoustic disturbances can either directly penetrate the boundary layer or generate secondary acoustic fields that further enhance excitation through diffraction (Fedorov Reference Fedorov2003).
Despite the maturity of the receptivity theories and downstream evolution for relatively simpler geometries, the main processes in the CCF, with its distinct flow regimes, remain relatively obscure. There remains a notable lack of DNS studies that explicitly introduce free-stream-like disturbances (Zhong Reference Zhong2001; Balakumar & Chou Reference Balakumar and Chou2018) as exist in experiments (Benitez et al. Reference Benitez2025), building on classical mathematical receptivity studies (Fedorov & Khokhlov Reference Fedorov and Khokhlov2002; Fedorov Reference Fedorov2003), to then analyse their effect on instability evolution over the CCF. Our first objective is thus to address the current gap using high-order DNS along with linear stability analysis, details of which are presented in § 2. For this, the basic state flow features are obtained and described in § 3. The converged solution is then perturbed by low-amplitude free-stream acoustic disturbances introduced at the inflow and far-field boundaries to replicate a realistic environmental condition, as detailed in § 4. Section 5 discusses the initial instability using linear theory applied to basic state and leading-edge receptivity. Evolution of perturbations obtained by DNS is discussed in § 6 with separate subsections on spectral comparison under distinct wall thermal conditions (isothermal versus adiabatic), instabilities in the attached boundary layer over the cone and in the separated and reattached flow over the cylinder–flare.
Although low-amplitude forcing of the attached boundary layers follows classical instability routes to transition (Morkovin Reference Morkovin1994), the growth of disturbances in separated regions with significant adverse pressure gradients engenders other mechanisms. The separated region is characterised by reverse flow and is prone to various types of instabilities such as absolute (global) instabilities (Theofilis Reference Theofilis2011), mode switching among boundary-layer and shear-layer modes (Benitez et al. Reference Benitez, Esquieu, Jewell and Schneider2020) and intrinsic instabilities (Cao et al. Reference Cao, Hao, Klioutchnikov, Wen, Olivier and Heufer2022, Reference Cao, Hao, Guo, Wen and Klioutchnikov2023), among others. These instabilities are complex and multifaceted and may interact among themselves.
One such interaction is the phase-locked triadic interaction (Craik Reference Craik1968), which has been observed to govern nonlinear processes in high-speed compressible boundary layers and transitioning flow (Kimmel & Kendall Reference Kimmel and Kendall1991; Chokani Reference Chokani2005). Triadic interactions are fundamental to understanding and predicting complex behaviours, particularly in the context of energy transfer across different scales that can influence the development of instabilities. The initial work on triadic interaction, mainly focused on gravity waves (Phillips Reference Phillips1960; Craik Reference Craik1968), has vastly improved our understanding, later applied to incompressible and high-speed compressible flows to extract the nonlinear dynamics associated with Tollmien–Schlichting waves (Craik Reference Craik1971; Nayfeh & Bozatli Reference Nayfeh and Bozatli1980) and Mack waves (Chokani Reference Chokani2005; Craig et al. Reference Craig, Humble, Hofferth and Saric2019; Kumar & Prakash Reference Kumar and Prakash2022), respectively. The possible interaction among waves in a triad is a given, since these waves satisfy the resonance condition. The resonance occurs when the sum or difference of frequencies (
$\omega$
) and wavenumbers (
$\alpha$
) of the two waves is equal to the frequency and wavenumber of the third wave, i.e.
Unlike initial triadic interaction investigations (Craik Reference Craik1971; El-Hady Reference El-Hady1989) that depended substantially on theoretical developments involving significant mathematical complexity, high-order spectral methods such as bispectrum (Kim & Powers Reference Kim and Powers1979; Nikias & Raghuveer Reference Nikias and Raghuveer1987) and polyspectra (Brillinger Reference Brillinger1965) have provided an alternative to identify nonlinear interactions between different frequency components hidden in experimental and numerical transient signals. Kimmel & Kendall (Reference Kimmel and Kendall1991) were among the first to use spectral methods to assess nonlinearity associated with the triadic interaction in a hypersonic boundary layer. Triadic interaction analysis in a hypersonic boundary layer by Chokani (Reference Chokani1999, Reference Chokani2005) showed that the dominant nonlinear interactions in the initial phases of transition induce harmonics of the fundamental modes. Subsequently, Shiplyuk et al. (Reference Shiplyuk, Bountin, Maslov and Chokani2003) and Bountin, Shiplyuk & Maslov (Reference Bountin, Shiplyuk and Maslov2008) demonstrated the significance of subharmonic resonance in the triadic interaction excited by second-mode harmonics that extended beyond the boundary layer in the later stages of transition, eventually leading to a fully turbulent state. Triadic interactions in a hypersonic boundary layer (Craig et al. Reference Craig, Humble, Hofferth and Saric2019) have displayed amplitude modulation due to quadratic phase-coupled sum and difference interactions among Mack modes. Unlike smooth boundary layers, shock-boundary layer interaction with subsequent flow separation and the presence of a separated shear layer with reverse flow underneath enhance the prominence of nonlinear, phase-locked interactions in the case of the CCF (Benitez et al. Reference Benitez2025). The second objective, thus, is to assess the presence of nonlinear triadic interactions associated with the dominant instability mechanism identified in the first objective. For this, bispectral mode decomposition (BMD) (Schmidt Reference Schmidt2020), a method that distinctly identifies sum and difference interactions, and their spatial distributions associated with phase-locked triadic interactions, is employed and discussed in § 7. The BMD method provides interaction maps that indicate spatial distribution of nonlinear coupling in the flow for the given DNS or particle image velocimetry data. Finally, the key findings are summarised in § 8.
2. Problem set-up
The CCF model geometry, illustrated in figure 2(a), is adopted from the experiments of Benitez et al. (Reference Benitez, Esquieu, Jewell and Schneider2020). The configuration consists of a leading
$5^{\circ}$
half-angle cone, followed by a constant-diameter cylinder and a trailing
$10^{\circ}$
flare. Figures 2(b) and 2(c) depict the computational domain and the grid near the cylinder–flare junction. The grid size,
$3151\times 461 \times 61$
, is chosen considering compute time and accuracy, based on a grid convergence study detailed in Appendix A. The computational grid is stretched in the wall-normal direction to concentrate more grid points near the model surface, while it remains uniformly spaced in the streamwise and spanwise directions. The simulation is performed for a
$20^{\circ}$
sector with symmetric boundary conditions in the spanwise direction. The angle of attack and sideslip are set to zero. A Cartesian coordinate system (
$x,y,z$
) is defined with the origin at the tip of the model, while an orthogonal body-fitted coordinate system (
$\xi , \eta , \zeta$
) is employed to represent the wall-tangent, wall-normal and spanwise directions, respectively. The free-stream conditions are set to match the experiment (Benitez et al. Reference Benitez, Esquieu, Jewell and Schneider2020): the relevant parameters are detailed in table 1, with the subscript ‘
$\infty$
’ denoting free-stream quantities.
Free-stream flow parameters.

(a) Model geometry with dimensions marked (Benitez et al. Reference Benitez, Esquieu, Jewell and Schneider2020), (b) computational domain with boundary conditions and (c) an enlarged view of grid distribution over the cylinder and flare regions with wall-normal stretching. Every 10th grid point is shown in each direction.

No-slip and adiabatic wall conditions are applied on the model surface. Since the wall temperature affects the basic state, and thus the evolution of disturbances, the effect of changing wall temperature is assessed with an isothermal wall at
$T_w=303\,\rm K$
, similar to that in the experiments of Benitez et al. (Reference Benitez, Esquieu, Jewell and Schneider2020). Free-stream conditions are imposed at both the inlet and far-field boundaries, while at the outlet, flow variables are extrapolated from the interior solution.
Direct numerical simulation requires the solution of three-dimensional, compressible Navier–Stokes equations along with the equation of state. These governing equations are expressed as
where
$\boldsymbol{Q}=[\rho , \rho u, \rho v, \rho w, \rho E]^T$
is a vector of conserved variables. Variables are in non-dimensional form, normalised using their respective free-stream values. The length scale is non-dimensionalised by the cylinder radius
$r_c$
and the time scale by
$r_c/u_\infty$
. Here
$Re$
is the Reynolds number based on
$r_c$
,
$M_\infty$
is the free-stream Mach number,
$E$
is total specific internal energy expressed as
$E= T/[\gamma (\gamma -1)M^2_\infty ] + (u^2 + v^2+ w^2)/2$
,
$J$
is the Jacobian of transformation given as
$J = \partial (\xi ,\eta ,\zeta , \tau )/\partial (x,y,z, t)$
and
$(\boldsymbol{F}_i, \boldsymbol{G}_i, \boldsymbol{H}_i)$
and
$(\boldsymbol{F}_v, \boldsymbol{G}_v, \boldsymbol{H}_v)$
are inviscid and viscous fluxes, respectively, along the transformed coordinates (
$\xi ,\eta , \zeta$
). For instance, inviscid (
$\boldsymbol{F}_i$
) and viscous (
$\boldsymbol{F}_v$
) fluxes in the
$\xi$
direction are expressed as
\begin{align} \boldsymbol{F}_i = \begin{bmatrix} \rho \boldsymbol{V} \\ \rho u \boldsymbol{V} +\xi _x p \\ \rho v \boldsymbol{V} +\xi _y p \\ \rho w \boldsymbol{V} +\xi _z p \\ (\rho E +p)\boldsymbol{V} -\xi _t p \end{bmatrix}\!; \quad \boldsymbol{F}_v = \begin{bmatrix} 0 \\ \xi _{x_{i}} \unicode {x03C4}_{i1} \\ \xi _{x_{i}} \unicode {x03C4}_{i2} \\ \xi _{x_{i}} \unicode {x03C4}_{i3} \\ \xi _{x_{i}} \left (u_j\unicode {x03C4}_{\textit{ij}} + \frac {1}{(\gamma -1)M^2_\infty }\frac {1}{Pr} q_i\right ) \end{bmatrix}\!. \end{align}
Fluxes have a similar form in the other direction too. Here,
$\boldsymbol{V}= (\xi _t + \xi _x u +\xi _y v + \xi _z w )$
,
$\xi _x = J^{-1} \partial \xi /\partial x$
,
$\xi _y = J^{-1} \partial \xi /\partial y$
and
$\xi _z = J^{-1} \partial \xi /\partial z$
. The Einstein summation convention is used for tensor notation in the viscous flux. Parameters
$\unicode {x03C4}_{\textit{ij}}$
and
$q_i$
are the stress tensor and heat flux, respectively, given as
A calorically perfect gas model is assumed with a constant Prandtl number (
$Pr$
) and specific heat ratio (
$\gamma$
) mentioned in table 1. Viscosity (
$\mu$
) is calculated as a function of temperature using Sutherland’s law,
$\mu = T^{3/2}(S+1)/(S+T)$
, where
$S=110/T_{\infty }$
, and second viscosity (
$\lambda$
) is modelled by the Stokes hypothesis.
The governing equations are solved using an in-house solver (Gaitonde & Visbal Reference Gaitonde and Visbal1998) that uses a hybrid high-order finite-difference framework to resolve dynamics at all relevant scales. The numerical discretisation is adapted depending on the phase of the simulation and the local flow conditions. Specifically, to compute the steady-state base flow prior to receptivity calculations, we start with the second- and third-order Roe scheme, eventually switching to a high-order compact finite-difference scheme with implicit filtering. Here, a sixth-order compact scheme is utilised to calculate inviscid and viscous fluxes in the computational domain. An eighth-order implicit filter, with filter coefficient
$\alpha _{fil}=0.4$
, is used for numerical stability (Gaitonde & Visbal Reference Gaitonde and Visbal1998). At hypersonic speeds, strong shock interactions may arise that require suitable shock-capturing schemes. A shock detection routine (Bhagatwala & Lele Reference Bhagatwala and Lele2009) is used to identify discontinuities. In these regions, a Riemann solver along with a third-order MUSCL-based scheme is utilised, which is stabilised using the van-Leer harmonic limiter, to minimise grid-scale oscillations. Once an accurate base flow is established, free-stream perturbations are enforced to simulate receptivity. In this phase, we use a seventh-order weighted essentially non-oscillatory scheme, which is locally reduced to a third-order scheme in the presence of shock discontinuity. Both inviscid and viscous fluxes are treated consistently within this hybrid framework, while time integration is performed using the second-order implicit Beam-Warming method. The equations are solved using an MPI-based parallel computational architecture. This in-house solver has been validated for flows across a broad range of Mach numbers in past efforts (Adler & Gaitonde Reference Adler and Gaitonde2018; Unnikrishnan & Gaitonde Reference Unnikrishnan and Gaitonde2019a
, Reference Unnikrishnan and Gaitonde2020).
The statistically converged basic state solution is perturbed by introducing free-stream disturbances, with the subsequent computational procedure outlined as a flow chart in figure 3. The solution is advanced in time for both perturbed and unperturbed flow. The introduced disturbances are acoustic in nature, with details regarding their phase, amplitude and frequency provided in § 4. A periodic state is ensured by monitoring wall and outflow fluctuations over time to ensure that the input disturbances have propagated into the entire flow. Subsequently, the time step is adjusted to capture all the input frequencies, and the flow fields are stored. It is important to note that additional frequencies, aside from the perturbed ones, may also be present within the flow. As indicated in the introduction, the objective here is to learn how well the flow is receptive to the imposed frequencies; hence, tracing the inflow frequencies whose range is selected based on experiment (Benitez et al. Reference Benitez, Esquieu, Jewell and Schneider2020) serves our purpose. The temporal evolution of perturbations is derived by subtracting the unperturbed, forward-marched, statistically converged state from the perturbed state. This step is critical as it removes any residuals from the converged state over time, isolating the evolution of inflow disturbances. The free-stream disturbances are considered of low amplitude, ensuring minimal impact on the converged base flow from the evolving perturbations.
Computational steps. Vectors
$q'$
and
$q$
are perturbed and unperturbed primitive variable vectors. Free-stream perturbation is continuous-type forcing.

Linear stability analysis is performed on the unperturbed base flow to understand the perturbation behaviour within the linear limit. To perform this, instantaneous flow primitive variables are expressed as
where
$\boldsymbol{q}_b$
is the base flow variable vector and
$\boldsymbol{q}'$
is the perturbation vector. Following the normal mode definition of Mack (Reference Mack1984), perturbation is expressed in wave form as
where
$\hat {\boldsymbol{q}}$
is the perturbation amplitude, while
$\alpha$
and
$\omega$
are streamwise wavenumber and frequency of the perturbation. Upon substituting the above form of instantaneous and perturbation definition into the governing Navier–Stokes equations, subtracting the mean flow, assuming surface-parallel flow and linearising thereafter, a set of five ordinary differential equations is obtained, given as
where
$\hat {\boldsymbol{q}}= [ \hat {u}, \hat {v}, \hat {w}, \hat {p}, \hat {\rho }]^T$
and
$L$
,
$M$
and
$N$
are
$5\times 5$
matrices. These matrices are functions of base flow variables
$\alpha$
and
$\omega$
. Considering spatial amplification to study the convective instability within the boundary layer,
$\omega$
is assumed to be real, and the wavenumber,
$\alpha$
, is assumed to be a complex quantity. Using second-order finite-difference schemes for derivatives
${\rm d}^2/{\rm d}y^2$
and
${\rm d}/{\rm d} y$
, (2.8) is reduced to an eigenvalue problem as
where
$\alpha$
is an eigenvalue whose real part (
$\alpha _r$
) gives streamwise wavenumber while its imaginary part (
$\alpha _i$
) indicates growth/decay rate,
$\boldsymbol{\hat {q}}$
is the eigenfunction that represents the perturbation profile in the wall-normal direction and
$\tilde {M}$
and
$\tilde {N}$
are block matrices with a block size of
$5\times 5$
. The eigenvalue problem given by (2.9) is solved using a global method (Malik Reference Malik1990) to obtain the entire eigenspectra. A set of filter criteria based on growth rate and phase speed (Hudson, Chokani & Candler Reference Hudson, Chokani and Candler1997) are used to identify relevant eigenvalues. The filtered eigenvalue is used as a guess value and refined using the secant iteration and the local method (Malik Reference Malik1990), where derivatives
${\rm d}^2/{\rm d}y^2$
and
${\rm d}/{\rm d} y$
in (2.8) are discretised using fourth-order schemes.
3. Basic state
Prior to discussing the instability mechanisms, the basic state features are examined. The simulation is validated on an isothermal wall case, identical to the experimental set-up (Benitez et al. Reference Benitez, Esquieu, Jewell and Schneider2020, Reference Benitez, Borg, Paredes, Schneider and Jewell2023a
). Figure 4(a) presents the streamwise velocity contours (
$u$
), revealing the formation of a separation bubble over the corner between the cylinder and the flare. The
$X$
and
$Y$
axes denote non-dimensional distances normalised using
$r_c$
. An enlarged view of the separation bubble is shown in figure 4(b). A white dash-dotted line marks the separation and reattachment locations, separating over the cylinder and reattaching on the flare, indicating the extent of the separation bubble. The green dash-dotted line shows the boundary-layer edge, estimated using 99 % of the total stagnation enthalpy, i.e.
$H = 0.99H_{\infty }$
(Liechty et al. Reference Liechty, Berry, Hollis and Horvath2003). This line delineates the boundary-layer thickness in the attached region and the shear-layer thickness (the region between the white and green lines) in the separated flow. It is evident that the flow reattaches on the flare at
$X=17.5$
–
$0.61\,{\rm m}$
. A similar reattachment location is observed in the experiment (Benitez et al. Reference Benitez, Borg, Paredes, Schneider and Jewell2023a
), which reports reattachment between
$0.59\text{ and }0.6\,\rm m$
, as shown in the experimental schlieren image in figure 4(c). The laminar calculation by Paredes et al. (Reference Paredes, Scholten, Choudhari, Li, Benitez and Jewell2022) also predicts reattachment over the flare at
$0.596\,\rm m$
. Further details of the separation bubble and the effects of isothermal versus adiabatic wall boundary conditions are discussed later. Figure 4(d) compares surface heat transfer. Good agreement is observed between the present DNS and the laminar VULCAN-CFD results (Paredes et al. Reference Paredes, Scholten, Choudhari, Li, Benitez and Jewell2022). The DNS predictions also align well with experimental data downstream of the reattachment point, but underpredict the heat transfer within the separation bubble, similar to the laminar results. This difference is likely due to the low heat flux under the bubble falling below the noise floor of the experimental measurements, where small signals are obscured by background fluctuations.
(a) Streamwise velocity
$u$
contour for the isothermal wall (
$T_w =303\,K$
) case, (b) an enlarged view indicating separation bubble features at the cylinder–flare corner, (c) experimental schlieren from Benitez et al. (Reference Benitez, Borg, Paredes, Schneider and Jewell2023a
) (reproduced with permission) and (d) wall heat flux validation.

Once validated, adiabatic wall calculations are performed. Mach and density contours over the CCF constituting the basic state are shown in figure 5. A prominent oblique shock emanates from the cone tip, resulting in a reduction of Mach number and a corresponding increase in density. A thin, attached boundary layer forms along the cone surface, gradually thickening as the flow progresses downstream. Upon reaching the cylinder, an expansion wave becomes apparent, characterised by a decrease in density and an increase in Mach number. The boundary layer further thickens as the flow develops over the cylinder, with immediate flow separation occurring downstream, forming a shear layer. The shear layer separates the reversed flow from the outer flow. The separated flow region is characterised by low density and the interaction between compression–expansion waves and the shear-layer, as previously noted in compression ramp studies (Balakumar, Zhao & Atkins Reference Balakumar, Zhao and Atkins2005). Downstream of the separation bubble, a series of compression–expansion waves culminate in a thick oblique shock over the flare, where the flow reattaches to the surface and the boundary layer recovers.
Mach (top) and flow density (bottom) contours.

The near-surface flow plays a critical role in aerodynamic heating, with attached, separated and transitioning boundary layers significantly affecting surface thermal properties (Holden et al. Reference Holden, Moselle, Wieting and Glass1988; Kolly Reference Kolly1996). Thermal effects are depicted in figure 6, where temperature contours, streamwise temperature variations along the model surface and wall-normal temperature profiles are presented in figures 6(a), 6(b) and 6(c), respectively. The black dash-dotted line in figure 6(b) indicates the wall temperature (
$T_w = 303\,\rm K$
) used in the isothermal case. It is evident that the adiabatic wall boundary condition results in a hot-wall scenario along the entire length of the model when compared with the isothermal case. However, it should be noted that the adiabatic wall condition does not always lead to a hotter wall than the isothermal case – this depends on the choice of wall temperature, which can be set higher than the temperature predicted by the adiabatic condition. The adiabatic wall case results in a monotonic increase in wall temperature on the cone, subsequently reducing in the separated region back to near the chosen isothermal condition, before again increasing downstream. Our considerations of an adiabatic wall are geared towards exploring sensitivity to this condition rather than a comprehensive study.
(a) Temperature contour. (b) Surface temperature variation in the streamwise direction. The black line indicates the wall temperature for the isothermal case. (c) Temperature profile in the wall-normal direction at six distinct streamwise locations:
$X=8,10$
over the cone,
$X=12,14$
over the cylinder and
$X=16,18$
over the flare.

The adverse pressure gradient and the concavity of the flow near the reattachment point induce a rapid temperature rise compared with the attached boundary layer over the cone (Simeonides & Haase Reference Simeonides and Haase1995). Downstream of
$X=16$
, the surface temperature increases relatively linearly as the reattachment process begins and the boundary layer starts to redevelop. By the end of the flare, the surface temperature exceeds the maximum observed over the cone. This aligns with the elevated heat flux over the flare, as reported in figure 4(d) under constant-wall-temperature conditions. Figure 6(c) displays wall-normal temperature profiles at selected random streamwise locations. The profiles at
$X=8$
and
$X=10$
, located along the cone, demonstrate typical boundary-layer temperature distributions. In contrast, within the separated region, the temperature profiles deviate significantly, showing elevated temperatures throughout the separation zone, consistent with the temperature contours in figure 6(a). Over the flare (
$X=18$
), in the reattachment zone, the temperature distribution begins to recover the boundary-layer profile as observed over the cone.
Detailed information about the separation bubble is essential to completely characterise the overall flow field (Gramann & Dolling Reference Gramann and Dolling1989) and its stability properties. Figure 7 illustrates the effects of adiabatic and isothermal wall boundary conditions on the separation bubble. Figures 7(a) and 7(b) show the separation bubble through streamwise velocity contours for the isothermal and adiabatic walls, respectively. The separation bubble size is evidently larger over the adiabatic wall compared with the isothermal wall. In order to quantify separation–reattachment locations, the wall-normal distribution of velocity vectors along with the separation/reattachment line is shown in figure 7(c–f). The green line marks the boundary-layer edge, while the pink line indicates the separation/reattachment line. The red encircled regions highlight the separation and reattachment locations. For the isothermal wall in figures 7(c) and 7(d), the separation and reattachment are observed at
$X=11.81$
and
$X=17.5$
, respectively, resulting in a separation length of
$L_{\textit{sep}} = 5.69$
–
$0.198\,{\rm m}$
. Based on different extrapolation techniques (Schaefer & Ferguson Reference Schaefer and Ferguson1962; Ginoux Reference Ginoux1965) applied to experimental schlieren, Benitez et al. (Reference Benitez, Borg, Paredes, Schneider and Jewell2023a
) estimated this separation length to be between
$0.158\text{ and }0.179\,\rm m$
.
Separation bubble over the cylinder–flare corner indicated through velocity
$u$
contour: (a) isothermal wall and (b) adiabatic wall. Velocity vectors indicating separation and reattachment locations: (c,d) isothermal wall and (e, f) adiabatic wall.

For the adiabatic wall, in figure 7(e, f), the separation length increases to
$L_{\textit{sep}} = 6.88$
–
$0.240\,\rm m$
, with a slightly early separation at
$X =11.6$
. The reattachment location moves significantly downstream towards the end of the flare at
$X = 18.48$
compared with the isothermal case. A longer separation bubble leads to a larger detached shear layer between the separation and reattachment points. The dynamics of this detached shear layer is comparable to that observed in a free shear layer, which is highly susceptible to Kelvin–Helmholtz (K–H) instabilities. Additionally, for sufficiently large separation bubbles, local absolute instability may occur that encourages self-sustained oscillations. For example, experiments (Dellacasagrande et al. Reference Dellacasagrande, Barsi, Lengani and Simoni2024) have shown that a short bubble sustains the K–H convective instability, while an absolute instability was observed for the longer separation bubble, leading to temporal growth.
In the case of the isothermal wall, the vertical height of the separation bubble at the cylinder–flare corner based on the boundary-layer edge is
$H_{\textit{sep}} = 0.256$
–
$0.089\,\rm m$
, which is in good agreement with the experimentally (Benitez et al. Reference Benitez, Borg, Paredes, Schneider and Jewell2023a
) reported height of
$0.082\,\rm m$
. For the adiabatic wall, the separation bubble height at the corner increases to
$0.102\,\rm m$
. A taller bubble indicates a larger recirculating region, which alters the streamline curvature and pressure distribution. The bubble acts as a virtual wall, displacing the outer flow upward. The increased height enhances this effect, altering the pressure recovery with delayed and sharper reattachment downstream, leading to steep velocity and temperature gradients in the reattachment zone.
The existence of a generalised inflection point (GIP) provides a sufficient criterion for the potential presence of boundary-layer modes in surface-attached flows (Malik et al. Reference Malik, Spall and Chang1990). The GIP is determined through the following expression:
The wall-normal location
$\eta$
where
$\sigma = 0$
is identified as a GIP, provided it satisfies the condition
$\eta \gt \bar {\eta }$
. Here,
$\bar {\eta }$
denotes the wall-normal position where
$u/u_{\infty } = 1 - 1/M_{\infty }$
, which corresponds to the lower bound of the phase speed for neutral subsonic waves (Malik & Spall Reference Malik and Spall1991). Figure 8 shows the variation of
$\sigma$
in the wall-normal direction for six distinct streamwise locations: two on the cone boundary layer (
$X=4,8$
), two on the cylinder in the separation bubble (
$X=12,14$
) and two on the flare, with one in the separation bubble (
$X = 16$
) and the other in the reattached boundary layer (
$X = 18$
). These locations are marked in figure 8(a) using solid, dashed and dotted lines, respectively. On the cone, the
$\sigma$
profile aligns with typical boundary-layer flows (Malik et al. Reference Malik, Spall and Chang1990; Malik & Spall Reference Malik and Spall1991), exhibiting zero crossing (
$\sigma =0$
): one close to the surface with another at a larger distance from the surface. For the criterion
$\eta \gt \bar {\eta }$
as discussed above, the second zero crossing (
$\sigma =0$
) satisfies the condition for a GIP, indicating the presence of boundary-layer modes at both the locations
$X=4$
and
$X=8$
. In contrast, within the separation bubble over the cylinder, the
$\sigma$
profiles become distorted. The significance of the GIP is limited in this region, since the interpretation using (3.1) is valid only for the surface-attached boundary-layer flows with non-negative velocity gradients. Moreover, a GIP-based estimation of global/absolute instabilities is inconclusive, as past studies (Paredes et al. Reference Paredes, Scholten, Choudhari, Li, Benitez and Jewell2022; Caillaud et al. Reference Caillaud, Lugrin, Esquieu and Content2023) have indicated the presence of absolute instabilities in separation bubbles where disturbances can grow without external forcing. If present, such absolute instabilities trigger self-sustained oscillations (Fletcher, Ruban & Walker Reference Fletcher, Ruban and Walker2004; Caillaud et al. Reference Caillaud2025b
), whose growth ultimately leads to saturation, local breakdown and turbulence (Criminale, Jackson & Joslin Reference Criminale, Jackson and Joslin2018). The instability within the separation bubble propagates downstream, impacting the reattachment process, hence altering the surface properties over the flare (Cao et al. Reference Cao, Hao, Klioutchnikov, Olivier and Wen2021). At
$X=18$
, where the flow reattaches over the flare, the
$\sigma$
profile regains a shape consistent with that in the boundary layer on the cone, suggesting the possible reappearance of the boundary-layer modes. These (Mack) modes are typically convective in nature (Schmid & Henningson Reference Schmid and Henningson2001; Fedorov Reference Fedorov2011), that grow due to local mean flow conditions and/or continuous forcing, while being carried downstream. Unlike absolute instabilities, they do not self-excite and amplify over a fixed spatial location. Caillaud et al. (Reference Caillaud2025b
) have indicated the presence of convective instabilities in the reattachment region over the flare. It should be noted that, in this configuration, Mack modes are not the only convective instabilities, since shear-layer and streak-dominated instabilities also exhibit a convective nature (Hack & Zaki Reference Hack and Zaki2014; Caillaud et al. Reference Caillaud, Lehnasch, Martini and Jordan2025a
).
Variation of generalised inflection variable (
$\sigma$
) in the wall-normal direction at (b)
$X=4,8$
, (c)
$X=12,14$
and (d)
$X=16,18$
. The respective locations are marked in (a).

4. Free-stream forcing
Low-amplitude free-stream forcing that minimises nonlinear features and replicates realistic flow conditions is used to elicit disturbance growth. Continuous forcing is introduced at the inlet and far field and allowed to propagate into the domain. The free-stream instantaneous variables are expressed as the sum of the mean and the perturbation, i.e.
The perturbation may be expanded using the Fourier representation as
leading to a dispersion relation among (
$\alpha , \delta ,\beta ,\omega$
), where
$\alpha$
,
$\delta$
and
$\beta$
are streamwise, wall-normal and spanwise wavenumber and
$\omega$
is disturbance frequency. Here
$|\boldsymbol{q'}|_{\infty }$
is the free-stream disturbance amplitude through XZ and YZ planes shown in figure 9(a). For the present analysis, the free-stream incident wave is purely horizontal, propagates in the
$X$
direction with no angle with the spanwise plane, setting
$\beta =\delta =0$
in the above equation, and can be expanded as
\begin{align} \begin{bmatrix} u' \\ v' \\w' \\ P' \\ \rho ' \end{bmatrix}_{\infty } = \begin{bmatrix} |u'| \\ |v'| \\ |w'| \\ |P'| \\ |\rho '| \end{bmatrix}_{\infty } \exp[{\rm i}(\alpha x - \omega t)]. \end{align}
Following the work of Zhong & Ma (Reference Zhong and Ma2006) and Lei (Reference Lei2013), the amplitude of the individual perturbation variable at the inflow is set as
where
$A_0$
is a group amplitude and represents the strength of the incoming free-stream disturbances. Spanwise and wall-normal velocity perturbations are set to zero, considering only acoustic disturbance, and these variables can take non-zero values in the case of vorticity disturbance at the inflow (Ma & Zhong Reference Ma and Zhong2005). The forcing introduced consists of a set of
$305$
frequencies, ranging from
$0$
to
$763.15\,\rm kHz$
with an interval of
$\sim 2.5\,\rm kHz$
, derived from experimental observations (Benitez et al. Reference Benitez, Esquieu, Jewell and Schneider2020), expressed as
\begin{align} \boldsymbol{q}'_{\infty }(x,t) = |\boldsymbol{q}'|_{\infty } \sum _{n=1}^{305} \exp[{\rm i}\{(\alpha _n x - \omega _n t)+ \phi _n\}] \qquad [n =1, 2, 3, \ldots ,305]. \end{align}
The angular frequency
$\omega _n$
corresponds to the
$n{\rm th}$
wave, where
$\omega _1$
represents
$0\,\rm kHz$
and
$\omega _{305}$
corresponds to
$763.15\,\rm kHz$
. Considering the fast acoustic wave that facilitates intermodal energy exchange and leads to instability and nonlinear breakdown (Fedorov Reference Fedorov2011), the streamwise wavenumber for each frequency is computed as
$\alpha _n = \omega _n/(u_\infty + c_{\infty })$
. The initial phase angle
$\phi _n$
for the forced waves is assigned randomly.
(a) Computational domain with free-stream disturbances through YZ and XZ planes. (b) Free-stream perturbation signal recorded at point S marked in (a) with time. (c) Inflow frequency spectrum at point S for a fixed time. (d) Pressure perturbation contour at an outer XZplane at a time instant. The inset shows the perturbation contour at two different time instants,
$t_1$
and
$t_2$
. (e) Pressure perturbation contour at an inlet YZplane at times
$t_1$
and
$t_2$
.

Figure 9(b) illustrates the variation in inflow disturbance signal with time at point S marked in figure 9(a) in the XZ plane, calculated using (4.5) for a group amplitude (
$A_0$
) of
$1\times 10^{-3}$
. The forcing approach and initial disturbance amplitudes play a decisive role in determining which of the many paths the flow takes towards nonlinear breakdown and transition to turbulence (Morkovin Reference Morkovin1994). In the current forcing approach, the amplitude of
$1\times 10^{-3}$
replicates a low-environmental-disturbance condition, which fosters instability growth and has been validated against linear stability calculations for attached hypersonic boundary layers (Zhong & Ma Reference Zhong and Ma2006). The frequency spectrum of incoming free-stream disturbances is shown in figure 9(c) through the real component of the exponential term in (4.5), at point S.
Figures 9(d) and 9(e) depict the input pressure perturbation distributions in the XZ and YZ planes at two different time instances,
$t_1$
and
$t_2$
. The perturbations in the XZ plane exhibit vertical bands that are constant in the Zdirection but vary with the Xdirection and time
$t$
. This behaviour aligns with (4.5), where for
$\beta =0$
, perturbations in the XZ plane are a function of only
$x$
and
$t$
. In the YZ plane, the input perturbations show temporal variation while remaining constant spatially. According to (4.5), the planar wave in the YZ plane is a function of only
$t$
. At the inflow boundary, the perturbation amplitude (
$|\boldsymbol{q}'|_{\infty }$
) remains constant in
$y$
and is computed using (4.4); it thus exhibits variation only with time.
Frequency information is extracted from the time history using the Fourier transform as
\begin{align} \boldsymbol{R}'[k] = \sum _{n=0}^{N-1} \boldsymbol{q}'[n] \exp\!\left(-{\rm i}2\pi \frac {k}{N}n\right)\!, \end{align}
where
$\boldsymbol{q}'[n]$
denotes the transient time signal, while
$\boldsymbol{R}'[k]$
represents the complex output in the frequency domain. Here,
$n$
indicates the index of the input samples and
$k$
represents the index in the frequency domain. The variable
$N$
signifies the total number of time samples. To accurately resolve all imposed forcing frequencies and their interactions, transient data are sampled with a sufficiently small time step (ensuring the sampling frequency far exceeds the highest forced frequency) and recorded over a duration that spans at least twice the period associated with the lowest input frequency. In the subsequent discussion, variables with a prime are used for the complex outputs obtained from the Fourier transform rather than mean-filtered transient signals.
Following the procedures outlined in § 2, the transient dynamics of inflow disturbances is obtained by subtracting the basic mean state from the perturbed flow. Figure 10(a) presents the contours of velocity, pressure and density perturbations in the separation bubble over the cylinder and flare. Positive pressure fluctuations predominantly occur within the separated region, while the region above the separated shear layer is characterised by negative fluctuations, which diminish in intensity with increasing distance from the shear layer and follow the interacting compression/expansion wave trajectories. In contrast, velocity fluctuations are primarily concentrated within the recirculation zone, with negligible intensity observed above the shear layer. Under low-amplitude forcing, a linear response of the flow is expected in the attached boundary layer. However, the recirculation zone, characterised by mean flow distortion and sharp flow gradient, exhibits multiscale fine structures in the mean-filtered perturbations, which may trigger localised nonlinear effects, assessed later with bispectral analysis. The velocity perturbations display a pattern of alternating positive and negative two-dimensional-roller-like structures over the flare in the reattachment zone, where the separated flow reattaches and the boundary layer begins to redevelop. Density fluctuations are visible in the shock layer above the bubble shear layer, similar to the waves observed earlier over a cone–flare geometry with a blunt nose (Benitez et al. Reference Benitez, Borg, Hill, Davami and Juliano2024).
(a) Pressure, velocity
$u$
and density perturbation in the separation bubble between cylinder and flare. (b) Variation of pressure perturbation on the model surface with time at points P1, P2, P3 and P4 marked in the bottom panel of (a).

Surface pressure fluctuations play a critical role in several key mechanisms (Fasel, Rist & Konzelmann Reference Fasel, Rist and Konzelmann1990; Kachanov Reference Kachanov1994), such as flow separation–reattachment dynamics, boundary-layer behaviour leading to instability and transition and, consequently, the alteration of surface heat transfer characteristics (Franko & Lele Reference Franko and Lele2013). To analyse surface pressure fluctuations, four streamwise points – P1, P2, P3 and P4 – are selected on the model surface, as indicated at the bottom of figure 10(a). Figure 10(b) illustrates the temporal evolution of pressure fluctuations at these points. At point P1, located just downstream of the cone–cylinder junction where boundary-layer separation begins, the observed fluctuations are significantly smaller than those at other locations (P2, P3 and P4). Further downstream, the pressure fluctuation increases progressively from P1 to P4, reaching its maximum at point P4 near the reattachment region over the flare.
5. Stability theory and receptivity
5.1. Linear stability
To begin with the instability mechanism, first, we analyse the basic state using linear theory to identify instabilities. As discussed in § 3, the flow is comprised of an attached boundary over the cone and a long separated zone, characterised by negative velocity gradient and mean flow distortion, starting over the cylinder and extending over most of the flare. Since linear theory neglects streamwise gradients, these calculations are only performed in regions where its assumptions are reasonably valid, i.e. in the attached boundary layer over the cone. Figure 11(a) shows the growth rate (
$-\alpha _i$
) contour obtained by solving the eigenvalue problem (2.9) over the cone, with clear shaded unstable regions in the
$f{-}X$
plane, bounded by the outer contour line, which is the neutral curve. First-mode (
${\sim} 35{-}185\,\rm kHz$
) and second-mode (
${{\gt}} 185\,\rm kHz$
) unstable regions are distinctly evident.
(a) Growth rate contour plot showing neutral curve. Streamwise distribution of (b) growth rate and (c) N-factor at several distinct frequencies over the cone.

Figures 11(b) and 11(c) plot the growth rate (
$-\alpha _i$
) and N-factor distributions in the streamwise direction for various individual frequencies. The higher second-mode frequencies (
${{\geqslant}} 250\,\rm kHz$
) amplify and quickly damp over relatively short distances in the upstream part of the cone; these results are similar to those obtained for an isothermal wall (Benitez et al. Reference Benitez, Esquieu, Jewell and Schneider2020) with STABL-LST. Initially, the higher frequencies on the cone experience rapid detuning within a narrow amplification band. However, as these disturbance waves propagate downstream, they become more closely aligned with the local boundary-layer thickness, resulting in more sustained growth over extended distances. The peak amplification gradually shifts towards lower frequencies in the downstream direction, with mid- to low-frequency components (
$37$
–
$212\,\rm kHz$
) showing significant amplification by the end of the cone. The maximum growth rate is obtained for frequencies around
$62.5\,\rm kHz$
(first mode), followed by those around
$200\,\rm kHz$
(second mode); the peak for both lies in the vicinity of
$X=10$
. The STABL-LST prediction over an isothermal wall (Benitez et al. Reference Benitez, Esquieu, Jewell and Schneider2020) indicated only second-mode amplification, suggesting an increased significance of the first mode in the case of an adiabatic wall. The N-factor distribution reported in figure 11(c) is computed using growth rate as
where
$x_0$
is the location where the disturbance first becomes unstable. The higher frequencies, indicating early growth, attain their maximum N value early and then decay. The frequency
$212.5\,\rm kHz$
has a maximum N value exceeding four by the end of the cone. Frequencies such as
$62.5$
and
$200\,\rm kHz$
, which showed the highest growth rates, reach N values of approximately 3.5. A higher growth rate thus does not necessarily guarantee a higher N-factor; rather, the spatial extent over which a particular frequency remains unstable also plays a critical role. For example,
$212.5\,\rm kHz$
displays a lower growth rate than
$62.5$
and
$200\,\rm kHz$
, but has a higher N value due to its longer instability spatial extent.
5.2. Receptivity over cone
We now attempt to understand how the inflow forcing used in DNS produces instability waves that align with theoretical predictions, i.e. receptivity. The response of the system to each free-stream disturbance environment may be represented through a receptivity coefficient. Fedorov (Reference Fedorov2003) and Tumin et al. (Reference Tumin, Wang and Zhong2007) presented mathematical details on estimating the receptivity coefficient, which relates the amplitude of an instability wave excited in the boundary layer to the amplitude of free-stream disturbance (Saric, Reed & Kerschen Reference Saric, Reed and Kerschen2002; Balakumar Reference Balakumar2015):
\begin{align} C_{\textit{rec}}(f) = \frac {A^{\textit{DNS}}_{\textit{inst}}(x_n,f)}{A^{\textit{DNS}}_{\textit{fst}} (f)}. \end{align}
Here
$A^{\textit{DNS}}_{\textit{fst}}(f)$
is the amplitude of the free-stream disturbance imposed at frequency
$f$
, while
$A^{\textit{DNS}}_{\textit{inst}}(x_n,f)$
is the wall pressure amplitude for frequency
$f$
from the DNS at the branch I neutral location
$x_n$
. Neutral points for individual frequencies are identified from the neutral curve and growth rate plot shown in figure 11. The variation of pressure amplitude at the wall for individual frequencies from the DNS (details of which are discussed in the next section) is shown in figure 14. Some literature (Ma & Zhong Reference Ma and Zhong2001, Reference Ma and Zhong2003) reports the receptivity coefficient based on the instability wave amplitude at the branch II neutral point, denoted as the response coefficient.
To assess the efficiency of the receptivity process, figure 12 shows the variation of the receptivity coefficient based on linear stability analysis of the attached boundary layer over the cone, for the instability wave amplitude at both the branch I (
$A_{{N}_{\mathrm{I}}}$
) and branch II (
$A_{{N}_{\mathrm{II}}}$
) neutral points. Here
$C_{\textit{rec}}=1$
represents the generation of instability waves with the same amplitude as the external disturbance, indicating moderate receptivity, while
$C_{\textit{rep}}\lt 1$
represents low receptivity, indicating weak response. In contrast,
$C_{\textit{rep}}\gt 1$
is indicative of a highly receptive response, where the boundary layer acts as an amplifier to the given free-stream disturbance. Based on
$A_{{N}_{\mathrm{I}}}$
, lower frequencies (
${\leqslant} 80\,\rm kHz$
) show moderate to low receptivity, which starts to grow in a nearly linear manner with the increase in frequency. A local maximum is observed at
$125\,\rm kHz$
with
$C_{\textit{rec}} = 4.41$
that reduces to a local minimum at
$175\,\rm kHz$
and then grows again to an absolute maximum at
$187.5\,\rm kHz$
with
$C_{\textit{rec}} = 7.68$
. This indicates
$187.5\,\rm kHz$
as being highly receptive, generating instability waves of amplitude
$7.68$
times the free-stream amplitude. Further, higher frequencies show decreasing coefficient, with weakest receptivity for
$300\,\rm kHz$
. The green line indicates the receptivity coefficient based on the branch II neutral point, where the unstable waves become stable. The line for this plot is discontinuous as some of the frequencies do not become stable over the streamwise extent of the cone. It is evident that the receptivity for the frequency range
$225{-}275\,\rm kHz$
at the branch II neutral point is higher than at the branch I neutral point. For frequencies outside this range, at branch II, the same or lower receptivity coefficient is observed as that of branch I. The observation that the receptivity coefficient at certain frequencies is lower at the second neutral point than at the first is a result of the surface amplitudes used to compute the receptivity coefficient being extracted from DNS signals. Unlike theoretical predictions, the numerically recorded wall amplitudes are more sensitive to local fluctuations (see figure 14) and to the precise spatial positioning of the neutral points. Overall, higher receptivity (
$C_{\textit{rec}} \geqslant 1$
) is observed for the current configuration, indicating that the free-stream disturbances are relatively efficient at generating instability waves that tune with the boundary-layer modes.
Variation of receptivity coefficient with frequency.

6. Direct numerical simulation
6.1. Spectra comparison
For instability quantification, the unstable spectra from the forced DNS are first compared with prior estimates of the CCF model with an isothermal wall. Experimental PCB data (Benitez et al. Reference Benitez, Jewell and Schneider2021) and linear PSE predictions are obtained from Paredes et al. (Reference Paredes, Scholten, Choudhari, Li, Benitez and Jewell2022) for comparison at four distinct locations marked in figure 13(a). The DNS spectra are presented for both isothermal and adiabatic walls to understand the effects of wall thermal conditions. Given the attached boundary layer over the cone, spectra from linear stability analysis are also compared, details of which are discussed earlier in § 5. The LST results in regions further downstream are not discussed because the extensive separated zone, shown in figure 7(f), characterised by negative velocity gradients and mean flow distortion, violates the underlying assumptions.
(a) Streamwise locations for comparison. Power spectra at (b)
$X= 11.6$
–
$0.387\,\rm m$
, (c)
$X= 14.61 $
–
$0.51\,\rm m$
, (d)
$X= 17.31 $
–
$0.606\,\rm m$
and (e)
$X= 18.37 $
–
$0.643\,\rm m$
. Experimental PCB (Benitez, Jewell & Schneider Reference Benitez, Jewell and Schneider2021) and PSE data are obtained from Paredes et al. (Reference Paredes, Scholten, Choudhari, Li, Benitez and Jewell2022). LST plots
$A^2$
, as
$A^2 = A_i^2 \exp(2N)$
with
$A_i=7.44 \times 10^{-9}$
.

Focusing on the cone region, to compare LST predictions with the experimental and DNS power spectra, the approach used by Paredes et al. (Reference Paredes, Scholten, Choudhari, Li, Benitez and Jewell2022) for PSE analysis is adopted as follows:
In the above,
$A_i$
is the initial disturbance amplitude and N is the amplification factor (N-factor). Amplitude
$A_i$
is fixed as
$7.44\times 10^{-9}$
for all disturbances so as to match the second-mode peak of the DNS predicted spectra. A similar approach was used in the linear PSE analysis (Paredes et al. Reference Paredes, Scholten, Choudhari, Li, Benitez and Jewell2022) to match the experimental peak (Benitez et al. Reference Benitez, Jewell and Schneider2021). It should be noted that the comparison of outcomes of stability theories with DNS or experiments is performed in terms of unstable spectra and their locations, rather than absolute magnitudes of amplification. Power spectra over the cone at
$X=11.6$
(
$0.387\,\rm m$
) in figure 13(b) show good agreement between the current DNS and previous studies. The DNS with the isothermal wall shows second-mode amplification between
$180\text{ and }240\,\rm kHz$
, while experiment and PSE indicate
$195{-}260$
and
$205{-}250\,\rm kHz$
, respectively. Comparing isothermal and adiabatic DNS cases, it is evident that the second-mode range of
$180{-}240\,\rm kHz$
for the isothermal wall is reduced to
$183{-}215\,\rm kHz$
in the adiabatic case. For the isothermal case, the maximum second-mode amplification is observed at
$220\,\rm kHz$
, while it is
$195\,\rm kHz$
for the adiabatic wall case. The overall second-mode amplification is suppressed for the adiabatic wall compared with the isothermal wall. At lower frequencies, it is clear that frequencies in the range
$55{-}145\,\rm kHz$
show higher amplification over the adiabatic wall than the isothermal wall. However, no distinct frequency emerges as the dominant destabilised component. Linear stability amplification based on N-factor (using (6.1)) shows the first-mode amplification between
$35\text{ and }175\,\rm kHz$
, while the second mode amplification occurs between
$180\text{ and }235\,\rm kHz$
. Maximum amplification of the first and the second modes is found to be comparable, with the second mode slightly surpassing the first-mode peak. The spatial support of these frequencies over the cone from DNS (to be discussed later) connects the frequencies with the spatial structures of each mode.
Turning to the separation bubble over the cylinder at
$X=14.6$
(
$0.51\,\rm m$
) in figure 13(c), the higher frequencies do not exhibit any distinct peak, contrary to observations in the cone boundary layer. Consistent with experimental observations that did not report any distinct amplification band, DNS indicates no distinct frequency with gradual decay in power spectra with increasing frequency. Lower frequencies (
${\lt} 130\,\rm kHz$
) show higher amplification for the adiabatic wall compared with the isothermal wall, with distinct peaks emerging at
$63,\ 94$
and
$130\,\rm kHz$
, with a maximum at
$63\,\rm kHz$
. Such distinct peaks are also observed for the isothermal case at the same frequencies, but their amplification is lower than in the adiabatic case. Spatial support of these low frequencies (
${\lt} 130\,\rm kHz$
), discussed later, displays coherent structures within the separation bubble that diminishes towards the shear-layer edge.
Proceeding further downstream, over the flare at
$X=17.31$
(figure 13d
), the DNS prediction shows second-mode amplification in the range of
$190{-}265\,\rm kHz$
, which aligns well with the experimental observation of amplification between
$200\text{ and }270\,\rm kHz$
, and with PSE predictions in the narrower range of
$200{-}235\,\rm kHz$
. Additionally, lower frequencies in the range
$90{-}135\,\rm kHz$
amplify in the DNS, again consistent with the experimentally observed amplification between
$62\text{ and }150\,\rm kHz$
. In contrast, the adiabatic wall case does not exhibit a distinct second-mode amplification band at higher frequencies, and the second-mode amplification remains suppressed. However, lower frequencies (
$56{-}77\,\rm kHz$
) amplify with peak amplitude at
$66\,\rm kHz$
. Over the rear part of the flare, at
$X=18.37$
(
$0.643\,\rm m$
), shown in figure 13(f), isothermal DNS is in good agreement with experimental and PSE spectra, where the boundary-layer modes re-amplify following reattachment, indicating second-mode amplification for
$155{-}250\,\rm kHz$
. Experiment and PSE data showed the same trends at
$170{-}265\,\rm kHz$
and
$175{-}250\,\rm kHz$
, respectively. For the adiabatic case, it should be noted that the boundary layer still has not reattached at this location (
$X=18.37$
) as indicated in figure 7(f), hence suppressing the second mode. However, the low frequencies show higher amplification with a peak at
$95\,\rm kHz$
.
The above discussion clearly highlights a key impact of the wall thermal boundary condition: the adiabatic wall promotes amplification of lower frequencies over the higher frequencies, in particular, those belonging to the first-mode family, as compared with the isothermal case. This observation is consistent across the attached boundary layer over the cone and the separated zone on the cylinder and flare; however, the amplification differences between the isothermal and adiabatic cases for lower frequencies are more prominent in the separated zone than the attached boundary layer. Moreover, in the adiabatic case, the suppression of second-mode frequencies is most effective in the reattachment zone over the flare. This is because the adiabatic case represents a hotter wall condition than the isothermal case, thus increasing the boundary-layer thickness and amplifying low-frequency disturbances as observed in past stability investigations (Ma & Zhong Reference Ma and Zhong2003; Polivanov et al. Reference Polivanov, Gromyko, Sidorenko, Maslov, Keller, Groskopf and Kloker2011). Further, an adiabatic wall condition reduces the wall-normal temperature gradient, weakening the damping of low-frequency disturbances. In contrast, second-mode (high-frequency) instabilities (like Mack modes) are more sensitive to temperature gradients and viscosity stratification, which are stronger in isothermal walls, favouring their amplification. Moreover, in the isothermal case, strong temperature gradients near the wall lead to stronger acoustic coupling that effectively amplifies second-mode instabilities. This is also consistent with a prior normal mode investigation (Eissler & Bestek Reference Eissler and Bestek1996) showing lower frequencies being more unstable under adiabatic conditions compared with the isothermal case.
The laminar solution of the separation zone also induces differences in the amplification of linear and nonlinear perturbations over the cylinder–flare junction. The separation bubble over cylinder and flare has been observed to amplify low frequencies primarily due to shear-layer dynamics as reported in prior work on separated flows (Rist & Augustin Reference Rist and Augustin2006; Robinet Reference Robinet2013). The presence of a free shear layer separating the outer high-speed flow and the reversed/recirculating flow inside the bubble is highly susceptible to K–H instabilities, which naturally amplify low-frequency, long-wavelength disturbances. In contrast, the second-mode waves (high frequency), which are trapped acoustic waves (Kuehl Reference Kuehl2018), amplify when their phase speed closely matches the local flow velocity at a particular wall-normal location. In the separated zone, this synchronisation is disrupted due to strong velocity gradients and reverse flows, leading to suppression of higher frequencies. A lack of acoustic trapping further subdues high-frequency second-mode instabilities in the separated zone. Additionally, in the adiabatic case, a zero temperature gradient at the wall further stabilises the second mode.
6.2. Instabilities over cone
The streamwise variation of surface pressure amplitude for individual frequencies is analysed to identify the instability characteristics and dominant frequency ranges over the cone region. Figure 14 presents the pressure amplitude distribution along the streamwise direction, divided into four subfigures for clarity: figure 14(a–d), covering frequency ranges of
$30{-}137$
,
$152{-}256$
,
$271{-}376$
and
$391{-}495\,\rm kHz$
, respectively. The selected frequencies within each band are spaced at approximately
$15\,\rm kHz$
intervals. Comparing the amplitude across all frequency bands, it is evident that the higher amplification occurs for the ranges
$30{-}137$
and
$152{-}256\,\rm kHz$
shown in figures 14(a) and 14(b). Peak pressure amplitude is observed for
$152.4\,\rm kHz$
at a very upstream region of the cone. For most frequencies, the highest amplitudes are observed in the vicinity of the nose of the cone, suggesting a dominant influence of the leading-edge shock, which induces high amplitude immediately downstream. An exception to this is for
$195.6\,\rm kHz$
, which exhibits growth in the aft section of the cone, downstream of
$X=9$
as indicated in figure 14(b). Higher frequencies, mostly above
$256.6\,\rm kHz$
, display lower amplitude, gradually decaying in the streamwise direction. This is consistent with the power spectra shown earlier in figure 13(b) over the cone at
$X=11.6$
where the higher frequencies (
${\gt} 250\,\rm kHz$
) remain unamplified.
Surface pressure amplitude over the cone for various ranges of frequencies with an interval of
${\sim} 15.0\,\rm kHz$
: (a)
$30.5{-}137.2\,\rm kHz$
, (b)
$152.4{-}256.6\,\rm kHz$
, (c)
$271.9{-}376.0\,\rm kHz$
and (b)
$391.3{-}495.5\,\rm kHz$
.

The spatial distribution of the Fourier components of flow disturbances provides insights into the dominant regions of instability. Figure 15 illustrates the distribution of the real component of pressure perturbation over the cone for frequencies ranging from
$106.7$
to
$210.9\,\rm kHz$
. Enlarged views of flow structures over the surface near the aft portion of the cone, prior to the cylinder junction, are highlighted within black boxes on the right-hand side of the figure. At
$106.7\,\rm kHz$
, prominent alternating positive–negative structures (APNS) are observed, extending from the surface to the oblique shock originating at the cone tip and persisting downstream. The emergence of these dominant vertical APNS in the region between the boundary layer and the shock is attributed to transient dynamics associated with the shock as it interacts with the forcing disturbances, and has been observed in past receptivity studies (Egorov, Fedorov & Soudakov Reference Egorov, Fedorov and Soudakov2008; Parsons et al. Reference Parsons, Zhong, Kim and Eldredge2010; Balakumar Reference Balakumar2015). It is noteworthy that acoustic waves at this frequency amplify strongly through the shock, with amplification diminishing with increasing frequency. A similar pattern is observed at
$137.2\,\rm kHz$
, although the dominant APNS between the shock and the boundary layer is reduced and primarily confined to the upstream region. The strong shock characteristics have a significant impact on the flow stability mechanisms, altering the receptivity process (Balakumar et al. Reference Balakumar, Zhao and Atkins2005; Egorov et al. Reference Egorov, Fedorov and Soudakov2008). The shock wave acts as a nonlinear interface where a part of the incident wave (incoming disturbances) is reflected, depending on the shock strength and wave angle, and a part of it is transmitted, with modified spectral content such as amplitude, direction or wavelength. For some frequencies, the transmitted energy is focused and reinforced, showing amplification immediately downstream, while for others, the wave may be damped, scattered or deflected.
Spatial distribution of the real component of pressure perturbation for the selected amplified frequencies over the cone. A magnified view of the rear part of the cone relevant to the boundary layer is shown in the insets on the right. Dashed black lines highlight the boundary-layer edge.

The flow near the surface within the developed boundary layer on the aft section of the cone is shown in the boxed regions on the right-hand side of figure 15, where the boundary-layer edge is marked by a black dashed line. At
$106.7\,\rm kHz$
, distinct wall-normal elongated structures are observed that amplify over the surface and extend beyond the boundary-layer height. As the frequency increases to
$137.2\,\rm kHz$
, the wall-normal extent of these structures diminishes, becoming predominantly confined within the boundary layer. At
$152.4\,\rm kHz$
, the spatial distribution within the boundary layer exhibits first-mode rollers (Mack Reference Mack1984; Smith & Stewart Reference Smith and Stewart1987; Fedorov Reference Fedorov2003); this frequency is initially amplified near the cone tip due to transient shock dynamics observed in figure 14 and later evolves as a boundary-layer first mode in the aft portion of the cone. Under adiabatic wall conditions, the elevated surface temperature shifts the unstable frequency band towards lower frequencies, thereby reducing the stability of the first mode (Polivanov et al. Reference Polivanov, Gromyko, Sidorenko, Maslov, Keller, Groskopf and Kloker2011). Higher frequencies, specifically
$195.6$
and
$210.9\,\rm kHz$
, clearly exhibit the second-mode (Mack Reference Mack1984; Malik Reference Malik1990) features, characterised by forward-stretched two-lobe structures. For
$195.6\,\rm kHz$
, the second-mode instability emerges downstream of
$X=9$
and continues to grow along the length of the cone. Conversely, at
$210.9\,\rm kHz$
, the onset of the second-mode behaviour occurs slightly upstream (
$X=8$
), and stabilises towards the downstream end of the cone.
The profiles of perturbations associated with velocity and pressure elucidate the relevant instability characteristics linked to the boundary-layer modes. Figure 16 plots the streamwise velocity and pressure perturbation amplitudes in the wall-normal direction for several amplified frequencies at
$X=10$
on the cone (location indicated by a green circle in figure 16a
). Here,
$\eta$
denotes the distance measured in the wall-normal direction, with
$\eta =0$
representing the model surface. Figures 16(b) and 16(c) depict the velocity
$u$
and pressure amplitude, respectively, for frequencies ranging from
$106.7$
to
$226.1\,\rm kHz$
. The dotted lines show the perturbation eigenfunction calculated using local linear stability at
$X=10$
for the respective frequency. It is observed that the linear stability prediction matches well with the DNS, except for the highest frequency,
$226.1\,\rm kHz$
, where the second peaks in velocity and pressure profiles predicted by LST are much lower than those of the DNS calculation. Notably, the velocity fluctuations within the boundary layer are observed to exceed the amplitude of the incoming acoustic field, as the maximum amplitude within the boundary layer for
$106.7{-}152\,\rm kHz$
surpasses disturbance group amplitude (
$A_0 = 1\times 10^{-3}$
) at the inflow. However, the higher frequencies (
$165.2{-}226.1\,\rm kHz$
) exhibit smaller velocity amplitude than the inflow disturbance amplitude (Balakumar & Kegerise Reference Balakumar and Kegerise2011). Higher amplitude indicates that the initial perturbation resonates well within the boundary layer, where the boundary layer acts as an amplifier to that mode. Such a disturbance extracts energy from the mean flow and amplifies, leading to higher amplitudes than at the inflow. Conversely, smaller instability amplitudes than at the inflow indicate poor coupling within the boundary layer, which attenuates the disturbances, leading to a weaker response.
Region over the cone at
$X=10$
indicated with a green circle in (a): (b) streamwise velocity and (c) pressure perturbation amplitude varying in the wall-normal direction for frequencies
$106.7{-}226.1\,\rm kHz$
. Dotted lines indicate perturbations from the linear stability calculation.

The velocity perturbation is zero at the surface and reaches its peak value within the boundary layer. As the frequency increases, the wall-normal position of the maximum velocity amplitude shifts closer to the surface, a sign of increasing boundary-layer instability (Malik & Spall Reference Malik and Spall1991; Esfahanian Reference Esfahanian1991). The maximum of the pressure amplitude distribution is consistently located at the surface across all frequencies. Frequencies below
$195.6\,\rm kHz$
display characteristics of the first mode, exhibiting a smooth decay profile in the wall-normal direction (Malik Reference Malik1987; Zhong & Ma Reference Zhong and Ma2006). In contrast, frequencies equal to or above
$195.6\,\rm kHz$
initially demonstrate a gradual decay in the wall-normal direction, followed by a notable increase in amplitude prior to decay in the free stream. This amplitude jump is particularly pronounced at
$226.1\,\rm kHz$
, which serves as a key indicator of the second mode (Mack Reference Mack1984). The observed variation in profile behaviour with increasing frequency aligns with the spatial distribution depicted in figure 15.
6.3. Instability over cylinder and flare
To elucidate the dominant acoustic behaviour within the separation bubble and reattachment zone, surface pressure amplitudes are analysed across the cylinder and flare, covering a frequency spectrum from low to high frequencies (
$30.5 {-} 256.6\,\rm kHz$
). Figures 17(a) and 17(b) illustrate the amplitude variation along the streamwise direction for frequencies spanning
$30.5{-}137.2$
and
$152.4{-}256.6\,\rm kHz$
, respectively. The X-axis spans from the cone–cylinder junction to the flare end. Low frequencies demonstrate significant amplification within the separation bubble, with peak amplitude at
$30.5\,\rm kHz$
. The amplification of low frequencies in the separation bubble aligns with experimental observations (Benitez et al. Reference Benitez, Borg, Scholten, Paredes, McDaniel and Jewell2023b
), and is attributed to shear-layer instabilities. Shear-generated travelling waves, originating from the shear layer, are characterised by these lower frequencies (Benitez et al. Reference Benitez, Esquieu, Jewell and Schneider2020). In the reattachment zone over the flare,
$61.0\,\rm kHz$
emerges as the most dominant frequency, exhibiting notable growth. Additionally, higher frequencies within the range of
$76.2{-}106.7\,\rm kHz$
, which are suppressed within the separation bubble, are amplified over the flare in the reattachment zone. The stabilising results are consistent with the flow expansion at the cone–cylinder juncture and attendant favourable pressure gradients. In contrast, the adverse pressure gradients experienced over the flare serve to amplify boundary-layer modes (Esquieu et al. Reference Esquieu, Benitez, Schneider and Brazier2019). High second-mode frequencies (
${\geqslant} 195.6\,\rm kHz$
) observed over the cone do not exhibit significant amplification within the separation bubble, as illustrated in figure 17(b). Within the separation bubble, the second mode becomes neutrally stable, with its fluctuations primarily confined to the outer regions of the shear layer, failing to substantially penetrate the bubble (Balakumar et al. Reference Balakumar, Zhao and Atkins2005).
Pressure amplitude distribution along the surface of the cylinder and flare for various ranges of frequencies with an interval of
${\sim} 15.0\,\rm kHz$
: (a)
$30.5{-}137.2\,\rm kHz$
and (b)
$152.4{-}256.6\,\rm kHz$
. Dashed vertical line indicates the cylinder–flare corner.

Figure 18 illustrates the spatial distribution of the real component of the pressure perturbation for a range of amplified frequencies from
$30.5$
to
$106\,\rm kHz$
over the cylinder and flare. The dashed black line highlights the separated shear- and boundary-layer edge line. The pink- and black-bordered boxes on the right provide an enlarged view of the flow structures near the corner within the separation bubble and in the reattachment zone over the flare, respectively. At
$30.5\,\rm kHz$
, the separation bubble exhibits larger flow structures associated with smaller streamwise wavenumbers, which progressively decrease in size as the frequency increases. Low-frequency perturbations dominate within the separation bubble (as seen in the pink boxes), but their intensity diminishes with increasing frequency. Based on the spatial distribution of these perturbations, it is difficult to distinctly separate mutually exclusive modes (e.g. shear-layer or boundary-layer modes), as they appear to coexist and influence each other. The irregular spatial distribution of disturbances suggests a strong sensitivity of the disturbance field to the rapidly varying mean flow near the corner. This behaviour is likely governed by local scattering and amplification mechanisms tied to the distorted basic state.
Spatial distribution of real components of pressure perturbation over cylinder and flare encompassing separation bubble and reattachment region. Dashed black lines mark the location of the separated shear that reattaches over the flare, forming a boundary layer (BL). Pink and black boxes on the right show magnified views of the flow at the corner and in the reattachment zone.

In the reattachment region over the flare (black boxes), the interaction between shear-generated travelling waves and the boundary-layer modes, a phenomenon referred to as mode switching (Benitez et al. Reference Benitez, Esquieu, Jewell and Schneider2020), is clearly evident across the boundary-layer edge line, as indicated by distinct spatial patterns. The shear-generated waves, which originate in the separated shear layer upstream of reattachment, extend towards the wall and penetrate into the reattaching boundary layer. As the boundary layer reforms along the flare surface, these incoming shear-layer disturbances interact with the intrinsic boundary-layer modes, depending on the local amplification and frequency. This interaction results in an exchange of energy between the outer (shear-driven) and inner (wall-bounded) instability modes, leading to a reorganisation of the disturbance field. The outcome is a spatial modulation in the structure of the waveforms, characterised by a shift in dominance from one mode to another, which manifests as mode switching. This is evident, for example, at
$45.7\,\rm kHz$
, where the smooth positive–negative patterns within the boundary layer transition to more oscillatory structures above it, particularly across the boundary-layer edge line. This distinction is noticeable across all the frequencies shown. At lower frequencies (
${\leqslant} 61.0\,\rm kHz$
), the amplified interaction between shear-generated and boundary-layer waves results in an identical positive–negative distribution across the boundary-layer edge line, making it difficult to clearly and exclusively identify boundary-layer modes. However, as the frequency increases to
$91.5\,\rm kHz$
and above, boundary-layer modes become more evident, characterised by well-defined roller-like structures, similar to those observed over a cone, while the shear-generated waves on top of it diminish.
Velocity and pressure perturbations are analysed across various frequencies to evaluate the instability characteristics within the separation bubble. Figure 19 illustrates the variation of streamwise velocity and pressure amplitudes in the wall-normal direction at a streamwise location of
$X=14$
, situated within the separation bubble over the cylinder, as indicated by the green circle in figure 19(a). Each line corresponds to a specific frequency, indicated by the legend on the right-hand side of the figure. A comparison of the velocity and pressure perturbation amplitudes over the cylinder with those observed over the cone (as in figure 16) reveals that none of the amplified frequencies over the cylinder display characteristics typical of the boundary-layer modes where perturbations have decayed smoothly away from the wall. The peak velocity amplitude occurs at a distinct distance from the wall, which progressively shifts closer to the surface as frequency increases to
$76.2\,\rm kHz$
. The overall amplitude of
$u'$
is notably higher for lower frequencies, with a significant reduction beyond
$106.7\,\rm kHz$
, accompanied by more peaks. The pressure perturbation also reveals multiple peaks with increasing frequency, which may be attributed to the emergence of finer structures within the separation bubble, as observed earlier in figure 18. These flow structures possess an inherent capacity to amplify even minor disturbances into large-scale, three-dimensional structures, ultimately leading to global instability (Cao et al. Reference Cao, Hao, Klioutchnikov, Olivier and Wen2021; Paredes et al. Reference Paredes, Scholten, Choudhari, Li, Benitez and Jewell2022), thereby influencing the reattachment process. Notably, in contrast to the maximum pressure amplitude observed at the surface for boundary-layer modes over the cone (refer to figure 16c
), the maximum pressure amplitude over the cylinder occurs at locations away from the wall, particularly for frequencies exceeding
$61\,\rm kHz$
. In the separation bubble, neither of these perturbation profiles exhibits purely boundary-layer-mode (Malik Reference Malik1990) or purely shear-layer-mode (Macaraeg & Streett Reference Macaraeg and Streett1991) characteristics, indicating more complex behaviour across different scales that led to the appearance of sporadic structures.
In the separation bubble over the cylinder at
$X=14$
indicated with a green circle in (a): (b) streamwise velocity and (c) pressure perturbation amplitude for frequencies
$30.5{-}152.4\,\rm kHz$
.

The velocity and pressure amplitude distributions in the wall-normal direction within the reattachment zone over the flare at
$X=18$
are depicted in figure 20. With increasing frequency, the amplitude profiles resemble characteristics of smooth boundary-layer modes, notably displaying first-mode behaviour at
$91.5\,\rm kHz$
, which is visually analogous to that for
$137.2\,\rm kHz$
observed over the cone, as illustrated in figures 16(b) and 16(c). The smooth perturbation profile adjacent to the wall, combined with oscillatory behaviour further from the wall, in particular for
$30.5{-}45.7\,\rm kHz$
and
${\geqslant} 122\,\rm kHz$
, indicates interactions between the boundary-layer modes and shear-layer instability as observed in experiment (Benitez et al. Reference Benitez, Esquieu, Jewell and Schneider2020). This is evident in figure 18 discussed earlier, where boundary-layer rollers are clearly visible and remain confined below the reattachment line, while a distinct pattern associated with the shear layer is observed over the reattachment line. The maximum pressure amplitude is recorded at the surface for most frequencies; however, at
$122.0$
and
$152.0\,\rm kHz$
, notable peaks occur around
$\eta = 0.07$
, indicating a dominant influence of shear-layer modes on the pressure fluctuations at these frequencies.
Results over the flare at
$X=18$
indicated with a green circle in (a): (b) streamwise velocity and (c) pressure perturbation amplitude for frequencies
$30.5{-}152.4\,\rm kHz$
in the reattachment zone.

7. Nonlinear response
Interactions among various frequency components are prevalent in transitional and turbulent flows and may be used to identify the underlying mechanisms. Spectral analysis techniques, such as bispectrum and higher-order spectra (trispectrum/polyspectrum), facilitate the quantification of these interactions by identifying phase coherence between interacting frequencies, thereby elucidating energy exchanges among modes (Priestley Reference Priestley1988). Bispectrum analysis correlates frequency triplets to reveal their phase coupling and nonlinear dynamics; for completeness, the approach and its properties are described briefly, prior to its use.
7.1. Phase-locked triadic interaction
The Fourier representation of discrete-time signals, as given by (4.6), yields a complex number output that holds amplitude and phase details. The signatures of physical processes are contained in the transient signal spectrum, which may be processed in different ways to highlight mechanisms of interest (Bendat & Piersol Reference Bendat and Piersol2011). The power spectrum used earlier is the Fourier transform of the autocorrelation (
$E[\boldsymbol{\cdot }]$
) with the unit of fluctuation quantity squared per hertz (Welch Reference Welch1967), given as
where
$S_{qq} = E[\boldsymbol{q}'(t)\boldsymbol{q}'(t-\tau )]$
,
$\boldsymbol{q}'(t)$
is the fluctuating time signal,
$\tau$
is the autocorrelation time delay,
$\boldsymbol{R}'(f_1)$
is the Fourier transform of signal
$\boldsymbol{q}'(t)$
at frequency
$f_1$
and the asterisk represents the complex conjugate. The two-dimensional Fourier transform of the second-order autocorrelation is the bispectrum with the unit of fluctuation quantity cubed per hertz squared, given as
Here
$S_{qqq}$
is the second-order autocorrelation as
$ S_{qqq} = E[\boldsymbol{q}(t)\boldsymbol{q}'(t-\tau _1) \boldsymbol{q}'(t-\tau _2)]$
,
$\tau _1$
and
$\tau _2$
are time delays, while
$f_1$
and
$f_2$
are their associated frequencies. In contrast to the power spectrum, which does not retain phase information, the bispectrum accounts for phase details and facilitates the identification of the phase-coupled waves (Kim & Powers Reference Kim and Powers1979; Nikias & Raghuveer Reference Nikias and Raghuveer1987). The value of the bispectrum depends on wave amplitude and hence is usually presented as a normalised quantity, the bicoherence, given as
The degree of quadratic phase coupling of waves with frequencies
$f_1$
,
$f_2$
and
$f_1+f_2$
is identified through the bicoherence amplitude; with the above normalisation, its value is bounded between 0 and 1. Bicoherence
$|B^2|=0$
represents completely independent linear waves while
$|B^2|=1$
indicates completely coupled nonlinear waves (Kim & Powers Reference Kim and Powers1979). Hence, when
$|B^2|\gt 0$
for the frequency components
$f_1$
and
$f_2$
, the triad of the waves with frequencies
$f_1$
,
$f_2$
and
$f_1+f_2$
are phase-coupled. If waves are independent and randomly excited, their phase will also be random, independent and uniformly distributed over
$[0, 2\pi ]$
. If any of the three waves is excited by a nonlinear interaction, its phase will be dependent and non-uniformly distributed with a non-zero bicoherence value (Kimmel & Kendall Reference Kimmel and Kendall1991).
Bicoherence values are calculated using (7.4) for the pressure signal, where the range is bounded between
$0$
and
$1$
, representing independently excited waves and a high degree of phase-locked triadic interaction, respectively. Figure 21 illustrates the bicoherence distribution over the cone, centred around a second-mode frequency of
$195.6\,\rm kHz$
, as identified in figure 15, along with its subharmonic and higher harmonics. The primary disturbance frequency (
$195.6\,\rm kHz$
) is referred to as the fundamental (
$f_0$
), while
$f_0/2$
,
$2f_0$
and
$3f_0$
indicate the subharmonic, first harmonic and second harmonic, respectively (Chokani Reference Chokani1999). Four triadic interaction scenarios are observed involving the fundamental second-mode wave (
$f_0 = 195.6\,\rm kHz$
), namely subharmonic–fundamental (
$f_0/2, f_0$
), fundamental–fundamental (
$f_0, f_0$
), first harmonic–fundamental (
$2f_0, f_0$
) and second harmonic–fundamental (
$3f_0, f_0$
). The spatial oscillations inherent in the computed pressure signal, caused by unsteady disturbances, are reflected in the bicoherence values in the form of streamwise oscillations. As depicted in figure 21(a), the subharmonic–fundamental (
$f_0/2, f_0$
) interaction shows weak phase coupling, with minimal bicoherence amplitude among the four interactions considered. Although a slight amplification is observed near the nosetip, likely influenced by shock-related dynamics, the bicoherence remains near zero through most of the downstream region. This indicates that the components of the triad (
$f_0/2$
,
$f_0$
and
$f_0/2 + f_0$
) behave largely as independent waves, with negligible contributions towards nonlinear amplification. Consequently, the results suggest that subharmonic resonance plays a limited role in driving the fundamental nonlinear processes in the cone region, similar to that observed in a past study over a sharp cone by Bountin et al. (Reference Bountin, Shiplyuk and Maslov2008).
Bicoherence amplitude over the cone pertinent to fundamental second-mode wave
$f_0 = 195.6\,\rm kHz$
. (a) Subharmonic–fundamental (
$f_0/2,f_0$
), (b) fundamental–fundamental (
$f_0,f_0$
), (c) first harmonic–fundamental (
$2f_0,f_0$
) and (d) second harmonic–fundamental (
$3f_0,f_0$
).

Wave resonance plays a key role in amplifying disturbances and facilitating destabilisation, serving as a catalyst for phase-locked interactions that can initiate secondary instabilities (Wu & Stewart Reference Wu and Stewart1996). In figure 21(b), significant phase-locked nonlinear interactions are observed for self-interacting fundamental second-mode waves (
$f_0, f_0$
) near
$X=3$
, with the coupling intensity diminishing downstream. The early onset of these interactions can broaden the spectral sidebands of the involved Mack mode, enabling energy transfer among different wave components. In a past study (Chokani Reference Chokani2005), such mechanisms were associated with the growth of secondary disturbances, thereby accelerating the transition process. However, in the current case, the early interactions dissipate by the rear end of the cone, suggesting that the generation of secondary waves is unlikely. For higher-harmonic interactions, such as (
$2f_0, f_0$
) and (
$3f_0, f_0$
), dominant amplitude modulation is evident around
$X=4$
and towards the rear of the cone, as shown in figure 21(c,d). The high bicoherence and unsteadiness associated with higher harmonics near the rear portion of the cone can lead to spanwise variations in the flow prior to separation over the cylinder, as observed in the case of a compression ramp (Cao et al. Reference Cao, Hao, Klioutchnikov, Wen, Olivier and Heufer2022).
The variation in bicoherence over the cylinder and flare, representing interactions between the fundamental frequency and its harmonics, is illustrated in figure 22. The green circle on the horizontal axis denotes the location of the cylinder–flare junction. As indicated by the surface pressure amplitude distribution in figure 17(a), a range of amplified frequencies (
$30.5{-}137.2\,\rm kHz$
) is observed over the cylinder and flare. However, these frequencies do not exhibit characteristics typical of boundary-layer modes, except for a few frequencies (
$91.5$
and
$106.7\,\rm kHz$
) showing resemblance to the first mode in reattached flow over the aft section of the flare (in figure 18), albeit with lower pressure amplitude than that for
$61.0\,\rm kHz$
, as seen in figure 17. Hence, to assess the nonlinear contributions, the most amplified frequency (
$61.0\,\rm kHz$
) is chosen as the fundamental frequency (Miksad Reference Miksad1973; Chokani Reference Chokani1999),
$f_0$
, and its interactions with harmonics are presented.
Bicoherence amplitude over cylinder and flare concerning the most amplified frequency
$f_0=61.0\,\rm kHz$
in figure 17. (a) Subharmonic–fundamental (
$f_0/2,f_0$
), (b) fundamental–fundamental (
$f_0,f_0$
), (c) first harmonic–fundamental (
$2f_0,f_0$
) and (d) second harmonic–fundamental (
$3f_0,f_0$
). Green circles along the X-axis indicate the cylinder–flare junction.

In figure 22, subharmonic–fundamental (
$f_0/2, f_0$
) and fundamental–fundamental (
$f_0, f_0$
) interactions exhibit prominent phase-locked nonlinear interactions in the rear part of the separation bubble, downstream of the corner, over the flare. Physically, such triadic interactions indicate that energy from the dominant fundamental disturbance (
$f_0 = 61.0\,\rm kHz$
), which gains strength over the flare as observed earlier in figure 17, is redistributed to other frequencies through nonlinear processes. In figure 22(c,d), interactions involving higher harmonics (
$2f_0, f_0$
;
$3f_0, f_0$
) exhibit elevated bicoherence near the mid-separation region, particularly between
$X = 15$
and
$16.5$
, close to the cylinder–flare junction. This region marks a zone of high shear and inflectional instability, where separated shear layers are prone to nonlinear amplification. The strong coupling between the fundamental and its harmonics indicates that nonlinear mechanisms are actively transferring energy to shorter wavelengths, intensifying flow gradients that can promote localised breakdown. Separated flows are highly susceptible to these interactions, and the amplification of higher harmonics can accelerate mixing, facilitating energy transfer across different flow scales and intensifying chaotic motion (Goldstein & Lee Reference Goldstein and Lee1992; Wu Reference Wu1995).
7.2. Multidimensional phase-locked interaction
Bispectral mode decomposition proposed by Schmidt (Reference Schmidt2020) extends the above typical bispectral approach, using higher-order spectra, to multidimensional data. The classical bispectral technique measures the extent of quadratic phase coupling locally for given transient point data (Nikias & Raghuveer Reference Nikias and Raghuveer1987; Mendel Reference Mendel1991). In contrast, the bispectral decomposition provides spatially coherent structures associated with triadic interaction among
$f_1$
,
$f_2$
and
$f_1+f_2$
. For the sake of completeness and consistency with the above discussion, mathematical details of the BMD are presented here briefly. Considering spatio-temporal fluctuating flow field
$ \boldsymbol{q}'_i = \boldsymbol{q}'(\boldsymbol{s}, t_i)$
, where
$\boldsymbol{s}$
is space and
$i$
represents the index of time instances, the bispectral mode is defined as an integral measure of bispectral density over spatial domain
$\varOmega$
, mathematically
Here
$\boldsymbol{R}'(\boldsymbol{s},f_1)$
is a temporal Fourier transform of
$\boldsymbol{q}'(\boldsymbol{s},t)$
at frequency
$f_1$
and ‘
$\boldsymbol{\cdot}$
’ represents an element-wise dot product. One can contrast the BMD with the classical bispectrum formulation given by (7.2) that uses a single-point Fourier transform
$\boldsymbol{R}'(f_1)$
. In the case of resonance among triad members, the sum-frequency component
$\boldsymbol{R}'(\boldsymbol{s},f_1+f_2)$
represents the effect caused by the product of the other two components
$\boldsymbol{R}'(\boldsymbol{s},f_1)$
and
$\boldsymbol{R}'(\boldsymbol{s},f_2)$
. Arranging the spatio-temporal Fourier realisation in the form of matrices:
where
$\boldsymbol{R}'_{1} = \boldsymbol{R}'(\boldsymbol{s},f_1)$
,
$\boldsymbol{R}'_{2} = \boldsymbol{R}'(\boldsymbol{s},f_2)$
and
$\boldsymbol{R}'_{1+2} = \boldsymbol{R}'(\boldsymbol{s},f_1+f_2)$
,
$n_{\textit{blk}}$
is the number of blocks computed by rounding off the expression
$(n_t -n_{ov})/(n_{fft}-n_{ov})$
,
$n_{t}$
is the number of transient instances,
$n_{fft}$
is the number of output from Fourier transform and
$n_{ov}$
is the number of overlap between two consecutive blocks. The sum-frequency component is associated with the bispectral mode, while the product of two interacting components provides a cross-frequency field given as
respectively, where
$\boldsymbol{Q}_{1\boldsymbol{\cdot }2}= \boldsymbol{Q}^*_1 \boldsymbol{\cdot }\boldsymbol{Q}^*_2$
and
$\boldsymbol{a}$
is an optimal expansion coefficient that ensure the maximisation of
$b(f_1,f_2)$
. Analogous to the bispectrum for time series in the classical approach, the mode spectrum for spatio-temporal data in BMD is defined as
Superscript ‘
$H$
’ indicates complex transpose and
$\boldsymbol{B}$
is the weighted bispectral density given as
where
$\boldsymbol{W}$
is a diagonal weight matrix. The interaction map that quantifies the region of triadic interaction (
$f_1$
,
$f_2$
and
$f_1+f_2$
) is given by the product of (7.9) and (7.10) as
7.2.1. Multidimensional phase-locked Iinteraction: cone
The mode bispectrum (
$\rm log|\lambda |$
) for flow over the cone, given by expression (7.11), is shown in figure 23. The upper triangular region defined by the vertices (
$0,0$
), (
$f_N,0$
), (
$f_N/2,f_N/2$
) indicates sum interactions while the lower triangular region defined by the vertices (
$0,0$
), (
$f_N,0$
), (
$f_N,{-}f_N$
) indicates difference interactions (Kim & Powers Reference Kim and Powers1979; Nikias & Raghuveer Reference Nikias and Raghuveer1987; Schmidt Reference Schmidt2020). Here,
$f_N=760\,\rm kHz$
is the Nyquist frequency, which is half the sampling rate of the transient dataset (Oppenheim & Schafer Reference Oppenheim and Schafer1975). Spectral peaks indicative of nonlinearity are predominantly observed at low frequencies (
${{\leqslant}} 350\,\rm kHz$
), and figure 23(b) presents the magnification of the low-frequency section. To extract the spatial bispectral mode structures and their interaction maps, five spectral combinations are identified corresponding to the peak bicoherence in figure 23(b), marked as ‘
$+$
’ and named as: bispectral mode (BM) 1, BM2, BM3, BM4 and BM5. Mode BM1 (
$f_1$
,
$f_2$
,
$f_1+f_2$
$\rightarrow 156, 150, 306\,\rm kHz$
) and BM2 (
$138, 18, 156\,\rm kHz$
) are in the upper half of the figure representing the sum interaction while BM3 (
$156, -12, 144\,\rm kHz$
), BM4 (
$156, -138, 18\,\rm kHz$
) and BM5 (
$306, -150, 156\,\rm kHz$
) correspond to the difference interaction.
(a) Mode bispectrum for triadic nonlinear interaction over the cone exhibiting sum and difference interactions in triangular regions bounded by [(
$0,0$
), (
$f_N,0$
), (
$f_N/2,f_N/2$
)] and [(
$0,0$
), (
$f_N,0$
), (
$f_N,-f_N$
)], respectively. Frequency
$f_N$
is a Nyquist frequency. (b) An enlarged view of the low-frequency region indicates high nonlinear coupling. The amplified interactions are marked with green ellipses with ‘+’ and named sequentially as bispectral modes 1, 2, 3, 4 and 5, indicating sum and difference interactions. (c) Mode bispectrum for forcing amplitude
$A_0 = 1\times 10^{-2}$
.

Notably, all identified bispectral modes linked to peak nonlinearity involve a frequency of
$156\,\rm kHz$
in their triadic interactions, whether as a primary frequency (
$f_1,f_2$
) or generated as a result of sum (
$f_1+f_2$
) or difference (
$f_1-f_2$
) interactions. The nearest frequency (
$152.4\,\rm kHz$
) to
$156\,\rm kHz$
displays first-mode characteristics in its spatial distribution and eigenfunction plot as shown earlier in figures 15 and 16. Consequently, the presence of
$156\,\rm kHz$
across all peak triadic interactions (BM1–BM5) underscores the significant contribution of the first mode to nonlinearity. While the importance of the first mode, primarily as an oblique wave, in secondary mechanisms is well established (Smith & Stewart Reference Smith and Stewart1987; Hader & Fasel Reference Hader and Fasel2019), its role in nonlinear triadic interactions remains both unforeseen and intriguing, but nonetheless related to the conscious choice of adiabatic wall boundary condition, which enhances first-mode implications.
An additional case, where the inflow forcing amplitude (
$A_0$
) is increased to
$1\times 10^{-2}$
, is investigated to observe the amplitude effect on triadic interaction. Figure 23(c) presents the bicoherence distribution for a forcing amplitude of
$1\times 10^{-2}$
. Amplification over broadband spectra is observed, where strong triadic interactions exist at frequencies lower than
$120\,\rm kHz$
, highlighted using a green circle. Unlike low-amplitude forcing (
$1\times 10^{-3}$
), where the distinct peaks are evident in figure 23(b), the increased amplitude leads to the disappearance of tonal peaks and exhibits broadband spectra. Triadic nonlinear interactions are selective and resonate only among compatible triads, i.e. satisfying
$\omega _{1} \pm \omega _{2} = \omega _3$
. In the weakly nonlinear regime, only a few modes are excited significantly, which show up as sharp peaks in the bispectrum, since energy is being transferred through specific, efficient triadic pathways. As forcing increases, more modes across a wider range of frequencies get excited. This leads to several possible triadic interactions, spreading energy over a larger range of spectral combinations.
The spatial structures of the bispectral modes and corresponding interaction maps for the sum interactions BM1 and BM2 are presented in figures 24(a) and 24(b), respectively. For BM1, the bispectral mode exhibits predominant activity near the nosetip, with spatially evolving structures extending primarily upstream of
$X=2$
, along the oblique shock and within the boundary layer, before dissipating downstream. The interaction map in figure 24(a) reveals that the associated triadic interaction (
$156, 150, 306\,\rm kHz$
) is strongest near the nosetip and diminishes within the boundary layer. Strong nonlinearity at the nosetip results from the receptivity process where incoming disturbances interact with the shock, causing initial amplification and retaining its signature in the nearby developing boundary layer (Zhong & Ma Reference Zhong and Ma2006; Parsons et al. Reference Parsons, Zhong, Kim and Eldredge2010; Lei Reference Lei2013). In contrast, BM2, as shown in figure 24(b), displays spatially developing structures within the boundary layer that persist up to
$X=8$
, continuously diminishing downstream, in addition to being present near the nosetip. The surface patterns for BM2 resemble those observed for the first mode at
$152.4\,\rm kHz$
over the cone in figure 15, indicating that the structures arise from nonlinear sum interactions. Sum interactions facilitate energy transfer to higher frequencies, potentially corresponding to mechanisms such as harmonic generation (Kim & Powers Reference Kim and Powers1979; Hajj, Miksad & Powers Reference Hajj, Miksad and Powers1997). The interaction map for BM2 shows slightly enhanced intensity along the boundary layer compared with BM1, highlighting the dominance of nonlinear interactions associated with the sum triad (
$138, 18, 156\,\rm kHz$
). This dominance is consistent with the contribution to the high amplitude of the
$152.4\,\rm kHz$
component in figure 14 (closest to
$156\,\rm kHz$
) and suggests a significant role in the overall energy redistribution.
Spatial distribution of bispectral mode and triadic interaction map indicating the region of nonlinearity for sum interactions. (a) BM1 (
$156, 150, 306\,\rm kHz$
) and (b) BM2 (
$138, 18, 156\,\rm kHz$
) are marked in figure 23.

The bispectral modes and interaction maps corresponding to the difference interactions BM3, BM4 and BM5 are presented in figures 25(a), 25(b) and 25(c), respectively. The bispectral mode distributions for BM3 and BM5 are similar to those of the sum interaction BM2, with surface lobe structures predominantly confined to the boundary layer. Likewise, the spatial distribution of the sum-generated
$156\,\rm kHz$
(as in figure 24b
) closely resembles the difference-generated
$156\,\rm kHz$
(shown in figure 25c
), underscoring the influence of both low (
$18\,\rm kHz$
) and high (
$306\,\rm kHz$
) frequencies in driving the amplification of the
$152.4\,\rm kHz$
component (closest to
$156\,\rm kHz$
) over the cone, as illustrated in figure 14. Consistent with the sum interactions, the difference interaction maps indicate the leading shock and boundary-layer regions as the most susceptible to nonlinear interaction. Unlike sum interactions, however, difference interactions typically represent energy redistribution from higher to lower frequencies (Kim & Powers Reference Kim and Powers1979). A distinctive feature of BM4 is the presence of large-scale blob patterns that trace the path of the leading oblique shock; this behaviour is not observed in other sum or difference interactions. Despite this distinct pattern, the interaction map remains largely unchanged, with dominant regions confined to the vicinity of the tip and upstream boundary layer.
Spatial distribution of bispectral modes and triadic interaction map indicating the region of nonlinearity for difference interactions. Modes (a) BM3 (
$156, -12, 144\,\rm kHz$
), (b) BM4 (
$156, -138, 18\,\rm kHz$
) and (c) BM5 (
$306, -150, 156\,\rm kHz$
) are marked in figure 23.

Since the increased forcing amplitude did not exhibit any distinct peak, sum interaction BM2 (
$138, 18, 156\,\rm kHz$
) is chosen to assess the spatial distribution and evaluate the effect of high forcing amplitude (
$1\times 10^{-2}$
) by comparing with BM2 for low forcing amplitude. Figure 26 shows the bispectral mode and interaction intensity distribution for the triad
$138, 18, 156\,\rm kHz$
over the cone for forcing amplitude
$1\times 10^{-2}$
. Comparing BM2 for forcing amplitude
$1\times 10^{-3}$
shown earlier in figure 24(b) with figure 26, it becomes evident that increased inflow amplitude has led to higher amplification within the shock layer. The incoming wave is transmitted through the leading shock, amplified as visible from the increased colour intensity, and extends to the surface of the cone. The developing boundary-layer rollers merge with the amplification coming through the shock. In addition to nosetip nonlinearity as observed for low-amplitude forcing in the interaction map in figure 24(b), the increased amplitude leads to the formation of localised hotspots within the shock layer, shown in the interaction map in figure 26. The sharp gradients in flow variables within the shock layer steepen wavefronts and can convert linear disturbances into nonlinear ones, especially at high amplitudes where the shock layer behaves as a natural amplifier. The presence of localised hotspots in the interaction map signifies strong phase-locked triadic interactions at that specific location (Schmidt Reference Schmidt2020). The concentrated nonlinear energy transfer promotes local mode coupling, leading to enhanced wave–wave interaction.
Spatial distribution of bispectral mode and triadic interaction map for forcing amplitude
$A_0 = 1\times 10^{-2}$
for sum interaction BM2 (
$138, 18, 156\,\rm kHz$
).

7.2.2. Multidimensional phase-locked interaction: cylinder–flare
To quantify the nonlinear interactions within the separation bubble, figure 27(a) presents the mode bispectrum for the region over the cylinder and flare. The triangular regions, defined by the vertices [(
$0,0$
), (
$f_N,0$
), (
$f_N/2,f_N/2$
)] and [(
$0,0$
), (
$f_N,0$
), (
$f_N,-f_N$
)], correspond to sum and difference interactions, respectively. A magnified view focusing on the low-frequency range, where the majority of high-magnitude interactions occur, is shown in figure 27(b). The surface pressure spectra presented in figures 14 and 17 reveal a pronounced amplification in the low-frequency range for the cylinder–flare compared with the cone (Esquieu et al. Reference Esquieu, Benitez, Schneider and Brazier2019; Benitez et al. Reference Benitez, Esquieu, Jewell and Schneider2020). This trend is consistently reflected in the mode bispectrum, where the triadic interactions over the cylinder–flare exhibit significant amplification at lower frequencies (
${\leqslant} 120\,\rm kHz$
) relative to those over the cone (
$\leq 350\,\rm kHz$
). It underscores the critical role of low-frequency waves in driving nonlinear dynamics within the separation bubble and influencing the reattachment process. Unlike the mode spectrum over the cone, shown in figure 23, where distinct peaks are clearly identifiable, the mode spectrum over the cylinder–flare is comparatively more diffuse, as illustrated in figure 27(b). To identify the dominant triadic interactions, constant frequency lines were selected based on the amplified patterns observed along the frequencies
$f_1$
and
$f_2$
. Figure 27(c) presents the amplitude variation with
$f_1$
for a constant
$f_2$
value (
$f_2 = -60, -18, 18\,\rm kHz$
), indicated by black horizontal arrow lines in figure 27(b). The maximum amplitude is associated with a sum interaction involving the triad
$f_1$
,
$f_2$
,
$f_1+f_2$
$\rightarrow 42, 18, 60\,\rm kHz$
, denoted as BM6 in figure 27(b,c). Similarly, for constant frequency
$f_1$
(
$f_1=60,96\,\rm kHz$
), marked by blue vertical arrow lines in figure 27(b), figure 27(d) shows the amplitude variation with frequency
$f_2$
. Two prominent peak interactions are identified as BM7 (
$96, -66, 30\,\rm kHz$
) and BM8 (
$60, 36, 96\,\rm kHz$
), corresponding to difference and sum triadic interactions, respectively.
(a) Mode bispectrum for triadic nonlinear interaction over the cylinder–flare exhibiting sum and difference interactions. (b) An enlarged view of the low-frequency region indicates high nonlinear coupling. The amplified interaction is identified through the line plot in (c) for
$f_2 = -60,-18,18\,\rm kHz$
and in (d) for
$f_1=60,96\,\rm kHz$
. The peaks are indicated as ‘+’ and marked in (b) as BM6, BM7 and BM8. (e) Mode bispectrum for forcing amplitude
$A_0 = 1\times 10^{-2}$
.

In the case of increased forcing amplitude of
$A_0 = 1\times 10^{-2}$
, the line-like pattern observed for forcing
$A_0 = 1\times 10^{-3}$
in figure 27(b) has disappeared as seen in figure 27(e). The amplified frequency bands, representing phase-locked triadic interaction, are found within a range similar to that for the low forcing amplitude, mainly confined below
$120\,\rm kHz$
. However, looking at the colourmap range, it is observed that the bicoherence intensity has increased significantly in the case of higher-amplitude forcing, indicative of stronger triadic interaction.
The spatial distribution of the bispectrum modes and interaction maps are illustrated in figure 28 for the cylinder–flare, focusing on the identified peak nonlinear triadic interactions (BM6, BM7, BM8) as shown in figure 27. BM6, displayed in figure 28(a), represents a sum interaction among frequencies
$42$
and
$18\,\rm kHz$
, yielding
$60\,\rm kHz$
. This interaction displays flow structures analogous to those observed at
$61\,\rm kHz$
(shown in figure 18), which is identified as the most amplified wave in figure 17. The growth of the most amplified wave (
$61\,\rm kHz$
) within the separation bubble is likely attributed to the nonlinear triadic interaction among the
$42$
and
$18\,\rm kHz$
frequencies. However, the distinction between shear-generated and boundary-layer modes within the separation bubble proves challenging due to the dominance of low frequencies and their complex interactions. Both shear-generated travelling waves and boundary-layer modes within the separation bubble exhibit low-frequency characteristics (Balakumar et al. Reference Balakumar, Zhao and Atkins2005; Benitez et al. Reference Benitez, Esquieu, Jewell and Schneider2020). Furthermore, Balakumar et al. (Reference Balakumar, Zhao and Atkins2005) demonstrated that boundary-layer modes remain neutrally stable within the separation bubble.
Spatial distribution of bispectral mode and triadic interaction map indicating the region of nonlinearity for sum interactions BM6 (
$42, 18, 60\,\rm kHz$
) and BM8 (
$60, 36, 96\,\rm kHz$
) (a,c) and difference interaction BM7 (
$96,-66,30\,\rm kHz$
) (b). Dashed black and green lines highlight top edge of the shear layer that reattaches over the flare.

The interaction map for BM6 indicates significant magnitude within the separation bubble, originating downstream of
$X=14$
and becoming pronounced in the reattachment zone. Here, prominent wall-normal patterns are evident in the bispectrum mode, extending beyond the reattached boundary layer. The spatial distribution of
$30.5\,\rm kHz$
, as in figure 18, is reflected in difference triadic interactions involving frequencies
$96$
and
$-66\,\rm kHz$
, illustrated in figure 28(b). This frequency is enhanced beyond the separation bubble, particularly above the shear layer, and shows greater amplification compared with the sum interaction BM6, thereby playing a more significant role in shear-dominated instability. Regarding interaction intensity, nonlinearity for BM7 initiates earlier within the separation bubble compared with BM6. However, in the reattachment zone, the difference interaction associated with
$30\,\rm kHz$
(shown in figure 28b
) diminishes relative to the sum interaction involving
$60\,\rm kHz$
(illustrated in figure 28a
). This observation aligns with the surface amplitude distribution in figure 17, where the amplitude at
$30.5\,\rm kHz$
decreases, while that at
$61\,\rm kHz$
increases within the reattachment zone over the flare. The early streamwise onset of nonlinearity associated with
$30\,\rm kHz$
further underscores its contribution to the triadic interactions that result in its dominance in the separation bubble over the cylinder, as indicated in figure 17.
The bispectrum mode associated with the triadic sum interaction BM8 (
$60, 36, 96\,\rm kHz$
) is presented in figure 28(c). Notably, finer structures are discernible within the separation bubble compared with BM6 and BM7, which develop into multilayered rollers over the flare beneath the shear layer. The interaction map indicates a predominant presence of these interactions, primarily within the separation bubble and reattachment zone and extending beyond the reattached boundary layer over the flare.
To observe the effect of high-amplitude forcing on the separation bubble, the bispectral mode and the interaction intensity distribution for BM8 are shown in figure 29 for a forcing amplitude of
$A_0 = 1\times 10^{-2}$
. Compared with low-amplitude forcing, highly distorted structures appear within the separation bubble for the high-amplitude case. Notably, unlike the low-amplitude case, the bispectral mode amplifies upstream of the oblique expansion wave (originating from the cone–cylinder junction) when the forcing amplitude is increased. This upstream amplification is visible in the interaction map as a black hotspot ahead of the expansion wave, indicating strong triadic interaction. Downstream of the expansion wave, the interaction strength weakens, as reflected by the lower intensity in both the bispectral mode and the interaction map. The expansion induces flow acceleration and diverging streamlines, which cause the disturbance energy to spread, making triadic interactions less localised and less intense. The bispectral mode re-amplifies within the separation bubble, with particularly strong amplification observed over the flare. Here, the triadic interactions associated with BM8 become significantly more intense beyond the reattachment line compared with those under low-amplitude forcing, as shown earlier in figure 28(c).
Spatial distribution of bispectral mode and triadic interaction map for forcing amplitude
$A_0 = 1\times 10^{-2}$
for sum interaction BM8 (
$60, 36, 96\,\rm kHz$
).

8. Summary
A comprehensive analysis is performed of acoustic disturbances and their evolution in hypersonic flow over a CCF configuration using DNS and stability analyses. While prior work has emphasised isothermal walls, the present study systematically investigates the effect of an adiabatic wall under identical flow conditions, offering new insights into boundary-layer separation, instability amplification and nonlinear interactions. The hotter adiabatic wall significantly increases the size and height of the separation bubble, delaying reattachment and modifying the associated shear-layer dynamics. These changes lead to steeper gradients and altered instability characteristics in the reattachment zone.
In the attached boundary layer over the cone, both first- and second-mode disturbances are observed to amplify. Bispectral analysis centred at a second-mode frequency reveals weak subharmonic resonance, but strong fundamental resonance near the nosetip of the cone. The DNS and linear stability investigation show that the adiabatic condition enhances the amplification of low-frequency first-mode disturbances while suppressing high-frequency second modes, contrary to the isothermal case. Moreover, greater suppression of the second mode is observed in the separation bubble. The separated flow supports amplification of low-frequency bands, accompanied by fine-scale structures that do not exclusively reflect boundary-layer or shear-layer mode characteristics. These low-frequency amplifications in the separation bubble diminish with increasing frequency. In the reattachment zone over the flare, a more complex interplay between shear-generated and boundary-layer waves is observed through distinct structures across the boundary-layer edge line, influencing the reattachment process. The distinction between boundary-layer and shear-layer modes remains uncertain at low frequencies (
${\leqslant} 61.0\,\rm kHz$
), but as frequency increases, rollers confined near the surface of the flare become apparent, indicating a growing presence of boundary-layer modes.
Bispectral mode decomposition effectively disentangles the complex frequency dynamics associated with triadic interactions that are intrinsic to the development of instabilities. On the cone, the leading-edge shock and the upstream boundary layer in the vicinity of the shock are identified as critical locations that can support energy transfer through nonlinear triadic interaction. In the case of increased inflow forcing amplitude, the distinct peak appearing in the bicoherence distribution at low amplitude diffuses to more broadband spectra, indicative of many possible triadic interactions where energy is spread out over a larger range of triadic combinations. Additionally, increased forcing leads to the formation of localised hotspots, indicative of intense nonlinear interaction, within the shock layer over the cone and ahead of the expansion wave that emerges at the cone–cylinder junction. The novel insights obtained here into the linear and nonlinear perturbation behaviours within the CCF configuration over isothermal and adiabatic walls highlight the extreme parametric sensitivities of instability and transition dynamics in flight-relevant hypersonic configurations. Therefore, a natural extension of this work would be to systematically investigate trends in these properties with respect to variations in Mach and Reynolds numbers, particularly under different wall thermal conditions.
Acknowledgements
The authors thank E.K. Benitez for granting permission to reproduce the experimental schlieren image. The authors also thank A. Suri for insights into the application and interpretation of the BMD analysis.
Funding
This research was supported by the Office of Naval Research (ONR; grant N00014-21-1-2408) monitored by E. Marineau with R. Burnes as the technical point of contact. The opinions, findings, views, conclusions or recommendations contained herein are those of the authors and should not be interpreted as necessarily representing the official policies or endorsements, either expressed or implied, of ONR or the US Government. The simulations were carried out using resources provided by the US Department of Defense High Performance Computing Modernization Program and the Ohio Supercomputer Center.
Declaration of interests
The authors report no conflict of interest.
Appendix A. Grid convergence study
A comprehensive grid convergence study has been conducted to ensure solution accuracy while optimising the computational cost. The study involved three different grid settings (GS): GS1 (coarse), GS2 (medium) and GS3 (fine), with point counts mentioned in table 2. Figure 30 shows the grid distribution at a mid-domain XYplane for the three cases listed in table 2. Every 10th grid point is displayed in each direction. A grid stretching factor is applied in the wall-normal direction to concentrate more grid points near the wall, while the distribution is equally spaced in the streamwise and spanwise directions.
Grid point details.

Grid distribution at a mid-domain XY plane: (a) GS1 (coarse), (b) GS2 (medium) and (c) GS3 (fine). Grid size details are mentioned in table 2.

Figure 31 shows surface pressure distribution in the streamwise direction for the three grid settings. Setting GS1 underpredicts the surface pressure over the cone, while GS2 and GS3 are almost identical in this prediction. The pressure dip resulting from the expansion over the cone–cylinder junction and the pressure rise due to the reattachment shock over the flare also follow a similar trend. To estimate the error among the grids, the average percentage error is computed using the following formula:
\begin{align} \epsilon = \frac {\sum _{j=i}^n \dfrac {|\Delta P |_i}{P_i}\times 100}{n}, \end{align}
where
$\Delta P$
is the difference in pressure between the coarse or the medium grid with respect to the fine grid and
$P_i$
is the pressure predicted by the fine grid at streamwise location
$i$
. The average percentage error between GS1 and GS3 is found to be 11.6 %, while between GS2 and GS3 it is found to be 1.23 %. Considering the computational cost involved with the fine grid, which is
$4.5$
times higher than that of the medium grid, it was decided to proceed with medium grid resolution (
$3151\times 461\times 61$
) to conduct this research.
Surface pressure distribution with different grid settings.
















































































