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Generalized Reynolds Analogy in Compressible Flows

Updated 16 January 2026
  • GRA is a model that extends Reynolds analogy by establishing an enthalpy–velocity correspondence in compressible turbulent boundary layers.
  • It predicts wall shear stress and heat flux directly using physics-based relations and drag models, eliminating empirical corrections.
  • Validated against DNS data up to Mach 4, GRA supports advanced wall modeling for hypersonic applications and rough-wall flows.

The generalized Reynolds analogy (GRA) extends the classical Reynolds analogy for turbulent convective heat and momentum transfer to compressible wall-bounded flows, including scenarios with rough walls, high Mach numbers, and varying wall thermal conditions. GRA provides a local, physics-based relationship between total enthalpy defect and velocity, enabling direct modeling of wall shear stress and heat flux without empirical correction factors. It capitalizes on a fundamental similarity between the mean enthalpy and velocity fields outside the roughness sublayer, rigorously accounting for compressibility and wall boundary effects.

1. Theoretical Foundation

GRA rests on a linear enthalpy–velocity correspondence within compressible turbulent boundary layers. The generalized recovery enthalpy is defined as

Hg=cpT+rg2u2,H_g = c_p\,T + \frac{r_g}{2}\,u^2,

where cpc_p is the specific heat at constant pressure, TT is the temperature, uu is the local velocity, and rgr_g is the recovery factor, which remains constant across the layer. The wall-flux-based velocity scale is

Uw=Prqwτw,U_w = -Pr\,\frac{q_w}{\tau_w},

where PrPr is the Prandtl number, qwq_w the wall heat flux, and τw\tau_w the wall shear stress.

The fundamental GRA relation is

HˉgHˉw=Uwuˉcp(TˉrgTˉw)=Prqwτwuˉ,\bar H_g - \bar H_w = U_w\,\bar u \Longrightarrow c_p\,(\bar T_{rg} - \bar T_w) = -Pr\,\frac{q_w}{\tau_w}\,\bar u,

with cpc_p0 and cpc_p1. Non-dimensionalizing via the friction temperature (cpc_p2, cpc_p3) yields a Walz-type form:

cpc_p4

The general recovery factor cpc_p5 relates edge values:

cpc_p6

where cpc_p7, cpc_p8 denote edge velocity and static temperature.

2. Model Formulation for Rough-Wall Compressible Flows

The GRA-based model targets prism-shaped roughness elements. In these flows, two regions are distinguished:

  • Roughness Sublayer (cpc_p9): Direct element effects dominate; GRA validity is lost.
  • Outer Layer (TT0): Townsend similarity applies; GRA recovers validity.

Above TT1, the velocity profile is described by a compressible log-law with virtual origin TT2:

TT3

Integration gives crest velocity:

TT4

where TT5 is the hydrodynamic roughness length; TT6 and TT7 depend on roughness geometry and attenuation factor TT8 (Yang et al. 2016).

Outside the sublayer, the temperature profile is quadratic in velocity:

TT9

Coefficients uu0 are determined by conditions at wall, edge, and matching location uu1.

3. Treatment of Roughness and Compressibility

Roughness effects are incorporated via parameters from the drag model (Yang et al. 2016): exponential attenuation uu2, virtual origin uu3, roughness length uu4, and crest velocity uu5. This approach dispenses with empirical Stanton or friction coefficient corrections; wall stress and flux are obtained self-consistently.

Compressibility is treated with Van Driest transformation:

uu6

to transform velocity for application of the log-law. Outer-layer matching height uu7 (typically uu8) is used for profile closure.

4. Solution Procedure

The coupled solution involves:

  1. Initial guess of friction velocity uu9.
  2. Compute rgr_g0, rgr_g1, rgr_g2, and rgr_g3 from the drag model.
  3. Define crest velocity and integrate the log-law to rgr_g4.
  4. Set quadratic temperature–velocity fit at rgr_g5.
  5. Evaluate friction temperature at crest:

rgr_g6

where rgr_g7 is the profile temperature at crest.

  1. Update heat flux: rgr_g8.
  2. Iterate on rgr_g9 until convergence in Uw=Prqwτw,U_w = -Pr\,\frac{q_w}{\tau_w},0 and Uw=Prqwτw,U_w = -Pr\,\frac{q_w}{\tau_w},1.

Inputs include roughness geometry, freestream/wall conditions (Mach number, pressure, recovery temperature, wall temperature ratio), fluid properties, and outer-layer values at Uw=Prqwτw,U_w = -Pr\,\frac{q_w}{\tau_w},2.

5. Validation and Performance

A priori validation against DNS data for Mach 2 and Mach 4, both adiabatic and isothermal, demonstrates high model fidelity:

Case Wall-Shear Error Uw=Prqwτw,U_w = -Pr\,\frac{q_w}{\tau_w},3 Heat-Flux Error Uw=Prqwτw,U_w = -Pr\,\frac{q_w}{\tau_w},4
M2A +1.8%
M2I −0.7% +5.5%
M4A −10.8%
M4I −20.9% −0.4%

In adiabatic cases, Uw=Prqwτw,U_w = -Pr\,\frac{q_w}{\tau_w},5 as expected. By comparison, classic semi-empirical correlations (Hill et al., 1980) yield heat-flux errors Uw=Prqwτw,U_w = -Pr\,\frac{q_w}{\tau_w},6. The GRA-based model reproduces mean velocity and temperature profiles from roughness crest up to Uw=Prqwτw,U_w = -Pr\,\frac{q_w}{\tau_w},7 and predicts Uw=Prqwτw,U_w = -Pr\,\frac{q_w}{\tau_w},8, Uw=Prqwτw,U_w = -Pr\,\frac{q_w}{\tau_w},9 within a few percent at Mach 2, with increased error at Mach 4 primarily due to transformation inaccuracies (Cogo et al., 9 Jan 2026).

6. Physical Mechanisms and Applicability Limits

The direct near-wall disruption of enthalpy–momentum coupling by roughness is strictly confined to the roughness sublayer. Outside this region, enthalpy and velocity fields regain a similarity analogous to smooth-wall behavior, and the GRA becomes asymptotically valid. No evidence supports a requirement for ad hoc adjustment of friction or Stanton numbers for rough surfaces. This suggests that the GRA framework, when paired with a robust drag model, is capable of physically-consistent prediction of heat and momentum transfer for compressible turbulent flows over engineered roughness.

A plausible implication is that GRA offers a universal interface between wall models and outer-layer CFD solvers for a wide range of compressible, wall-bounded turbulent flows. However, its accuracy will depend critically on the validity of underlying velocity transformation (e.g., Van Driest) and the fidelity of roughness drag characterization.

7. Significance for Wall Modeling and Turbulence Closure

GRA furnishes a direct link between wall shear stress and heat flux in the high-speed regime, enabling predictive wall modeling for rough surfaces in the absence of empirical tuning. Its adoption in coupled CFD–wall model frameworks may reduce uncertainty in engineering calculations of hypersonic vehicle skin friction and heating. The generalization underscores the universality of nonlinear coupling between thermal and velocity fields in turbulent wall-bounded flows, facilitating transfer of incompressible flow information to compressible counterparts (Cogo et al., 9 Jan 2026).

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