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A generalized wall-pressure spectral model for non-equilibrium boundary layers

Published online by Cambridge University Press:  30 September 2024

Saurabh Pargal
Affiliation:
Michigan State University, East Lansing, MI 48824, USAUniversité de Sherbrooke, Sherbrooke J1K2R1, QC, Canada
Junlin Yuan*
Affiliation:
Michigan State University, East Lansing, MI 48824, USA
Stephane Moreau
Affiliation:
Université de Sherbrooke, Sherbrooke J1K2R1, QC, Canada
*
†Email address for correspondence: junlin@msu.edu

Abstract

This study uses high-fidelity simulations (direct numerical simulation or large-eddy simulation) and experimental datasets to analyse the effect of non-equilibrium streamwise mean pressure gradients (adverse or favourable), including attached and separated flows, on the statistics of boundary-layer wall-pressure fluctuations. The datasets collected span a wide range of Reynolds numbers ($Re_\theta$ from 300 to 23 400) and pressure gradients (Clauser parameter from $-0.5$ to 200). The datasets are used to identify an optimal set of variables to scale the wall-pressure spectrum: edge velocity, boundary layer thickness and the peak magnitude of Reynolds shear stress. Using the present datasets, existing semi-empirical models of the wall-pressure spectrum are shown unable to capture effects of strong, non-equilibrium adverse pressure gradients, due to inappropriate scaling of the wall pressure using the wall shear stress, calibration with limited types of flows and dependency on model parameters based on the friction velocity, which reduces to zero at the detachment point. To address these shortcomings, a generalized wall-pressure spectral model is developed with parameters that characterize the extent of the logarithmic layer and the strength of the wake. Derived from the local mean streamwise velocity profile, these two parameters inherently carry the effect of the Reynolds number, as well as those of the non-equilibrium pressure gradient and its history. Comparison with existing models shows that the proposed model behaves well and is more accurate in strong-pressure-gradient flows and in separated-flow regions.

Information

Type
JFM Papers
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (http://creativecommons.org/licenses/by/4.0), which permits unrestricted re-use, distribution and reproduction, provided the original article is properly cited.
Copyright
© The Author(s), 2024. Published by Cambridge University Press.
Figure 0

Table 1.List of simulation datasets. For the cases of Na & Moin (1998) and Wu & Piomelli (2018), the boundary-layer separation leads to $\beta$ values between $-\infty$ and $\infty$. The Reynolds-number values are slightly different from those in Na & Moin (1998) and Wu & Piomelli (2018) due to difference in the definitions of the boundary-layer edge.

Figure 1

Figure 1.(a) Pressure coefficient and (b) friction coefficient in Pargal et al. (2022) (——, thick solid black), Wu et al. (2019) (– – –, red dashed line), Wu & Piomelli (2018) (- - -, light grey dotted line) and Na & Moin (1998) (- - -), compared with original data of Wu & Piomelli (2018) and Na & Moin (1998) ($\circ$). (c) Contours of mean streamwise velocity normalized by $U_{e}$ (at the reference location) in the Wu & Piomelli (2018) case, with streamlines shown at streamfunction values of $\psi _o=0.5$, 1, 1.5 and 2.

Figure 2

Figure 2.Boundary-layer parameters in Pargal et al. (2022) (——, solid black), Wu et al. (2019) (– – –, red dashed line), Wu & Piomelli (2018) (- - -, light grey dotted line) and Na & Moin (1998) (- - -).

Figure 3

Figure 3.Development of $R_t$ and $\beta$ in Pargal et al. (2022) (——, solid line), Wu et al. (2019) (– – –, red dashed line), Wu & Piomelli (2018) (- - -, light grey dotted line) and Na & Moin (1998) (- - -). For the Wu & Piomelli (2018) and Na & Moin (1998) cases, only the attached-flow region upstream of the separation point is shown; - - - (vertical): location of separation point.

Figure 4

Table 2.List of experimental datasets and values of boundary-layer parameters at measurement locations of available data. For the Hu (2018) and Fritsch et al. (2022b) datasets, the angle of attack of the aerofoil imposed to generate the mean pressure gradient is indicated.

Figure 5

Figure 4.(a) Wall-pressure root mean square normalized by its value at the reference location and (b) local peak magnitude of the Reynolds shear stress, normalized by its value at the reference location, in Pargal et al. (2022) (——, solid line), Wu et al. (2019) (– – –, red dashed line), Wu & Piomelli (2018) (- - -, light grey dotted line) and Na & Moin (1998) (- - -).

Figure 6

Figure 5.Wall-pressure r.m.s. normalized by (a) local wall shear stress ($\tau _w$), (b) local dynamic pressure ($q_e$) and (c) local peak magnitude of Reynolds shear stress. (a), - - - (vertical) Shows locations of separation points. In (b,c), separated-flow regions are marked. Datasets include Pargal et al. (2022) (——, solid line), Wu et al. (2019) (– – –, red dashed line), Wu & Piomelli (2018) (- - -, light grey dotted line) and Na & Moin (1998) (- - -).

Figure 7

Figure 6.(a–c) Power spectral density of wall-pressure fluctuations for attached-flow datasets with ZPG and APGs listed in table 3, under three different scalings involving $\rho |\overline {u'v'}|_{max}$ (as the pressure scale) and outer scales: (a) $\rho |\overline {u'v'}|_{max}$, $\delta$ and $U_e$, (b) $\rho |\overline {u'v'}|_{max}$, $\delta ^*$ and $U_e$ and (c) $\rho |\overline {u'v'}|_{max}$, $\theta$ and $U_e$. Other normalizations with (d) outer scales ($q_e$, $\delta$ and $U_e$), (e,f) inner scales ($\tau _w$, $\delta _{\nu }$ and $u_\tau$, with ZPG profiles shown separately in (f) demonstrating high-frequency collapse) and (g,h) mixed scales ($\tau _w$, $\delta$ and $U_e$, with ZPG profiles shown separately in (h) demonstrating low-frequency collapse). The PSD is evaluated in dB, defined as $10\log _{10}(\phi _{pp})$. Legend is listed in table 3.

Figure 8

Table 3.Datasets in attached-flow regions (under ZPG, APG or FPG) that are considered in analyses of the wall-pressure spectrum.

Figure 9

Figure 7.Wall-pressure PSDs in APG boundary layers with different Reynolds-number ranges: (a) low-$Re_\theta$ range ($Re_{\theta }=300$ to $1000$), (b) mid-$Re_\theta$ range ($Re_{\theta }=2000$ to $8000$) and (c) high-$Re_\theta$ range ($Re_{\theta }=8000$ to 23 400). (d) The PSDs in FPG flows (blue) compared with ZPG ones (grey). See table 3 for legend.

Figure 10

Figure 8.(a) Wall-pressure PSDs in separated-flow regions (——, thick solid line) compared with those at respective reference ZPG locations (– – –); grey lines show Wu & Piomelli (2018) data at $x/\theta _o = 150$, 175, 200, 220 and 240; black lines show Na & Moin (1998) data at $x/\theta _o=270$, 300 and 400. (b) Wall-pressure PSDs in reattached-flow region of Wu & Piomelli (2018) at $x/\theta _o = 275$, 300, 350 and 450. In both (a,b), increase in line thickness indicates downstream direction.

Figure 11

Figure 9.Comparison between predictions of WPS models and numerical or experimental measurements (——, blue solid line), for different types of flow: (a) ZPG, high-$Re_\theta$ flow (Fritsch et al.2022b, $2^\circ$), (b) weak-APG, high-$Re_\theta$ flow (Fritsch et al.2022b, $12^\circ$), (c) strong-APG, low-$Re_\theta$ flow (Wu et al.2019), (d) very-strong-APG flow at intermediate $Re_\theta$ (Wu & Piomelli 2018), (e) flow near separation point at a low $Re_\theta$ (Na & Moin 1998) and (f) flow near separation point at an intermediate $Re_\theta$ (Wu & Piomelli 2018). Predictions of all models are re-normalized by $\rho |\overline {u'v'}|_{max}$, $U_e$ and $\delta$ for comparison purposes. Legend of model results is given in table 4. The proposed model (——, red solid line) will be introduced in § 5.2.

Figure 12

Table 4.List of WPS models examined with the present datasets.

Figure 13

Table 5.Wall-pressure r.m.s. prediction errors from the existing models tested and the proposed models, examined for the six flows in figure 9. The error is calculated as $(\,p_{rms}-p_{rms,a})/p_{rms,a}$, where $p_{rms,a}$ is the actual value from measurement. Rows (a)–(f) correspond to the flows in figure 9(a–f), respectively. In (e,f), the Lee (2018) and Rozenberg et al. (2012) models yield undefined values from double-precision floating-point number operations.

Figure 14

Table 6.Comparison between Goody (2004) model and the proposed model. The parameters $\phi _{pp}^*$ and $\omega ^*$ are the chosen scalings for WPS and frequency, respectively. Special treatments for a flow region characterized by a separated boundary layer or a limited logarithmic layer are listed.

Figure 15

Figure 10.Comparison between model predictions of (5.2) with progressive changes described in text (——, red solid line) and Wu & Piomelli (2018) (——, thick solid line) data in attached flows with weak to strong APGs, to show improvement brought by each model change. (a) The Goody (2004) model (predictions are plotted using the optimal normalizations), (b) pressure scale changed from $\tau _w$ to $\rho |\overline {u'v'}|_{max}$, (c) additionally replacing dependency on $R_t$ with that on $y_w^+$, (d) further addition of Coles’ parameter. Thicker lines indicate increase in $x$ (corresponding to increasing $\beta$).

Figure 16

Figure 11.(a–c) Calculation of $\kappa (x)$, $B(x)$ and model parameters shown using Wu et al. (2019) data at locations $x/\theta _o=50$, 105, 120 and 130. Increasing line thickness indicates increase in $x$. (a) Mean velocity profiles in inner units. (b) Diagnostic function, $I=y^+\partial U^+/\partial y^+$. (c) Velocity profiles with logarithmic relation subtracted. Calculations of $\kappa$, $\varPi$ and $y_w^+$ are indicated for $x/\theta _o=105$ in (b,c). (d) Correlation between calculated $\kappa B$ and $B$, compared with the fitted relation from Nagib & Chauhan (2008) (– – –, dashed line): $\circ$ (red) Wu & Piomelli (2018) (attached flow before separation), $\circ$ Wu & Piomelli (2018) (attached flow downstream of reattachment), $\Diamond$ (red) Hu (2018), $\times$ (red) Fritsch et al. (2022a), $+$ (red) Goody (2004), $\square$ (red) Pargal et al. (2022), $\triangleright$ (red) Wu et al. (2019) and $\Delta$ (red) Na & Moin (1998).

Figure 17

Figure 12.Comparison between model prediction (——, red solid line) and simulation data (—— Na & Moin (1998) and —— (light grey solid line) Wu & Piomelli 2018) in the separated-flow regions. Increasing line thickness indicates an increase in $x$ values as used in figure 8(a).

Figure 18

Figure 13.Comparison between model prediction (——, red) and Wu & Piomelli (2018) data (——) in the attached-flow region downstream of reattachment point (at $x/\theta _o$ from 250 to 350, the most downstream location corresponding to near-equilibrium flow). (a) Mean velocity profiles with the logarithmic relation subtracted; – – – (blue dashed line) value corresponding to logarithmic layer. (b) Wall-pressure PSD comparison. Increasing line thickness indicates an increase in $x$.

Figure 19

Figure 14.Comparison between model prediction (——, red solid line) and experimental data in FPG flows: $\circ$ (cyan) Hu (2018, $\beta =-0.5$) and - - - (cyan dotted line) Fritsch et al. (2022b, $\beta =-0.5$). (a) Mean velocity profile with the logarithmic relation subtracted; the ZPG profile in each of the two studies (shown in grey) is compared. – – – Value corresponding to logarithmic layer. (b) Wall-pressure PSD comparison.

Figure 20

Figure 15.The WPS prediction of the proposed model (——, red solid line) compared with measurements (——, blue solid line) in the following cases: (a,b) high-Reynolds-number and weak-APG flow (Fritsch et al.2022b, $\beta =0.58$), (c,d) low-Reynolds-number and strong-APG flow (Wu et al.2019, $\beta =8.3$) and (e,f) high-Reynolds-number and strong-APG flow (Hu 2018, $\beta =6$). Yellow regions mark prediction variations with $\pm 30$ % change in input parameters $y_w^+$ (a,c,e) or $\varPi$ (b,d,f). In (d), variation of $\varPi$ does not change WPS prediction as $c$ is set to a constant at this location due to $y_w^+<15$ (see table 6).