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Characterisation of rough-wall drag in compressible turbulent boundary layers

Dea Daniella Wangsawijaya, Rio Baidya, Sven Scharnowski, Bharath Ganapathisubramani, Christian Kähler

Abstract

In compressible turbulent boundary layers (TBLs), roughness drag is typically characterised by first applying a velocity transformation to account for compressibility, after which the momentum deficit $ΔU^+$ (Hama, 1954) and the equivalent sand-grain roughness $k_s$ are inferred. In practice, $k_s$ is often obtained from measurements at a single Mach number $M$ and Reynolds number $Re$, effectively forcing the roughness into the $ΔU^+$--$\log(k_s)$ relation of Nikuradse (1933). This raises a key question: if a rough surface has a known $k_s$ in incompressible flow, under what conditions can this value be used in compressible flows? This question is explored using data obtained through a series of experiments of TBLs on rough walls (P60- and P24-grit sandpapers) over $0.3 \leq M \leq 2.9$ and $7427 \leq Re_τ \leq 30292$, including independent variation of $Re_τ$ at $M=2$. Results show that $ΔU^+$ is largely insensitive to the velocity transformation, but the fully rough regime exhibits a Mach-number-dependent shift in the logarithmic relation. Three empirical scalings are examined: an equivalent incompressible $k_s$, a viscosity-scaled roughness $k_{*} = k/ν_\infty^+$ with $ν_\infty^+ = ν_\infty/ν_w$, and a correction factor $\sqrt{1/F_c}$ where $F_c$ depends on $T_\infty/T_w$. The last provides the most consistent improvement across datasets, although all corrections remain empirical and rely on smooth-wall compressibility transformations. This paves the way for future work to develop custom transformation for a rough-wall TBL that can account for roughness properties and other parameters including wall conditions.

Characterisation of rough-wall drag in compressible turbulent boundary layers

Abstract

In compressible turbulent boundary layers (TBLs), roughness drag is typically characterised by first applying a velocity transformation to account for compressibility, after which the momentum deficit (Hama, 1954) and the equivalent sand-grain roughness are inferred. In practice, is often obtained from measurements at a single Mach number and Reynolds number , effectively forcing the roughness into the -- relation of Nikuradse (1933). This raises a key question: if a rough surface has a known in incompressible flow, under what conditions can this value be used in compressible flows? This question is explored using data obtained through a series of experiments of TBLs on rough walls (P60- and P24-grit sandpapers) over and , including independent variation of at . Results show that is largely insensitive to the velocity transformation, but the fully rough regime exhibits a Mach-number-dependent shift in the logarithmic relation. Three empirical scalings are examined: an equivalent incompressible , a viscosity-scaled roughness with , and a correction factor where depends on . The last provides the most consistent improvement across datasets, although all corrections remain empirical and rely on smooth-wall compressibility transformations. This paves the way for future work to develop custom transformation for a rough-wall TBL that can account for roughness properties and other parameters including wall conditions.

Paper Structure

This paper contains 16 sections, 14 equations, 7 figures, 4 tables.

Figures (7)

  • Figure 1: Established framework for drag characterisation of rough-wall turbulent boundary layers in both incompressible and compressible flow regimes.
  • Figure 2: Coloured contours of various roughness topologies relative to the roughness element height $k$. Types of roughnesses from existing studies listed in table \ref{['tab:ref']}: type 'A' (sandpaper), 'B' (2D traverse bars), 'C' (2D sine waves), 'D' (cubes), 'E' (egg carton), 'F' (expanded mesh), and 'G' (diamonds). Black arrow indicates the direction of the flow.
  • Figure 3: (a) Top view ($x$--$z$ plane) and (b) side view ($x$--$y$ plane) of the baseplate with 8 inserts where the rough surfaces are attached. Red circles and solid lines mark 'A' and 'B' measurement stations. Black solid lines mark the 99% boundary-layer thickness growth $\delta(x)$, while $\theta_{LE}$ and $\theta_{TE}$ are the leading and trailing edge ramp angles relative to the $x$-direction. Inset: cross-sectional view of the baseplate with an insert (gray-shaded), showing the insert's thickness lowered by $\Delta h$ to approximately match the height of the baseplate and the rough walls (black-shaded). (c) Coloured contours of the normalised instantaneous streamwise velocity $u/U_{\infty}$ of the reference case (SW at $M = 0.3$). White solid line shows the $\delta(x)$ obtained from PIV measurements. Black solid line marks the power law fit $0.194 x^{0.714}$ (in mm), obtained by fitting $\delta(x)$ of the reference case. White dashed lines mark the FOVs from the two PIV cameras, with 10 mm overlap in $x$-direction. $\delta_0$ is the $\delta$ averaged over $x = 407 \pm 5$ mm (station 'A').
  • Figure 4: Coloured contours of the scanned sandpaper surface deviation from its mean height, $h' = h - \overline{h}$, shown for 10 mm $\times$ 10 mm coupons of (a) P60- and (b) P24-grit sandpapers. Probability density function (p.d.f.) of $h'$ of the scanned (c) P60- and (d) P24-grit sandpapers. Solid red line () is the fitted Gaussian distribution of the p.d.f.
  • Figure 5: (a) Mean temperature profile $T/T_w$ as function of $y/\delta$ (colours correspond to various test surfaces and $M$ sweep shown in table \ref{['tab:cases']}). Inner-scaled mean streamwise velocity profile for cases (b) SW and P60, (c) SW and P24 stretched by VD transformation (table \ref{['tab:transform']}). : $1/\kappa \log y^+ + B$. (d) Skin friction coefficients $C_f$ vs $Re_x$ estimated from VD-transformed profiles. SW data are multiplied by $F_c$ (equation \ref{['eq:hopkins']}), : $[2\log_{10} Re_x - 0.65]^{-7/3}$schlichting1960. Lines correspond to constant $C_f$, : $M < 1$, : $M = 2$, and : $M = 2.9$. $\Delta U_{VD}^+$ as a function of (e) $k_s^+$ and (f) $k^+$ for all rough-wall cases. Error bars in (d--f) denote the uncertainties estimated in §\ref{['sub:mean']}. Lines correspond to log-relation, : $M < 1$, $1/\kappa \log{k_s^+} + B - B_{FR}$, : $M = 2$, and : $M = 2.9$. Colours corresponds to the test surfaces, $M$ and $Re$ sweeps (table \ref{['tab:cases']}).
  • ...and 2 more figures