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Asymptotic drag reduction states in turbulent Taylor vortex flow of dilute polymeric solutions: interplay between large-scale structures and polymer chains dynamics

Published online by Cambridge University Press:  15 April 2025

Fenghui Lin
Affiliation:
Department of Modern Mechanics, University of Science and Technology of China, Hefei, Anhui 230026, PR China
Jiaxing Song
Affiliation:
Department of Modern Mechanics, University of Science and Technology of China, Hefei, Anhui 230026, PR China
Zi-Mo Liao
Affiliation:
Department of Modern Mechanics, University of Science and Technology of China, Hefei, Anhui 230026, PR China
Nansheng Liu*
Affiliation:
Department of Modern Mechanics, University of Science and Technology of China, Hefei, Anhui 230026, PR China
Xi-Yun Lu
Affiliation:
Department of Modern Mechanics, University of Science and Technology of China, Hefei, Anhui 230026, PR China
Bamin Khomami*
Affiliation:
Department of Chemical and Biomolecular Engineering, University of Tennessee, Knoxville, TN 37996, USA
*
Corresponding authors: Nansheng Liu, lns@ustc.edu.cn; Bamin Khomami, bkhomami@utk.edu
Corresponding authors: Nansheng Liu, lns@ustc.edu.cn; Bamin Khomami, bkhomami@utk.edu

Abstract

Direct numerical simulations in a low-curvature viscoelastic turbulent Taylor vortex flow, with Reynolds numbers ranging from 1500 to 8000 and maximum chain extensibility ($L$) from 50 to 200, reveal a maximum drag reduction (MDR) asymptote. Compared with the classical MDR observed in planar wall-bounded shear flows, that is, drag reduction (DR) is $\sim -80\, \%$, this MDR state achieves only moderate levels of DR ($\sim -60\,\%$). This is due to the existence of large-scale structures (LSSs). A careful examination of the flow structures reveals that the polymer–turbulence interaction suppresses small-scale vortices and stabilizes the LSSs. These structural changes in turn lead to a reduction of Reynolds stress, and consequently to a DR flow state. Although Reynolds stress does not vanish as observed in classical MDR states, the small-scale vortices that heavily populate the near-wall region are also almost completely eliminated in this flow state. Concurrently, significant polymer stresses develop as a consequence of the interaction between polymer chains and LSSs that partially offset the magnitude of DR, leading to MDR asymptotes with moderate levels of DR. Moreover, we demonstrate that polymer deformation, i.e. deviation from the equilibrium state, is directly correlated with the LSSs dynamics, while the polymer deformation fluctuation displays a universal property in the MDR state. Hence, it is not surprising that the extent of DR exhibits a non-monotonic dependence on the maximum chain extensibility. Specifically, the variation in $L$ alters the incoherent and coherent angular momentum transport by small- and large-scale flow structures, respectively. To that end, the most DR flow state occurs at a moderate value $L=100$. Overall, this study further supports the universal property of polymer-induced asymptotic states in wall-bounded turbulence and paves the way for mechanistic understanding of drag modification that arises from the interaction of polymers with small- and large-scale flow structures.

Information

Type
JFM Papers
Copyright
© The Author(s), 2025. Published by Cambridge University Press
Figure 0

Table 1.Numerical parameters and grid resolutions at $Wi=150$ for various $Re$ and $L$. The superscript ‘$+$’ denotes the quantities non-dimensionalized by the viscous length scale $\delta _\tau =\eta _t/\rho /u_\tau$; the friction velocity is defined as $u_\tau =\sqrt {\tau _w/\rho }$, where $\tau _w$ is the total wall stress (the sum of viscous stress and polymer stress); the friction Reynolds number is defined as $Re_\tau =\rho u_\tau d/\eta _t$. For each $Re$, we have also provided the corresponding Taylor number ($Ta$), which is defined as $Ta = [(1+\eta )^4(R_o - R_i)^2(R_o + R_i)^2(\Omega -\Omega _o)^2]/(64\eta ^2 \nu ^2)$, with $\Omega _o$ being the angular velocity of the outer cylinder ($\Omega _o=0$ in our cases) (Grossmann et al.2016). Also, the kinematic viscosity is denoted as $\nu$.

Figure 1

Figure 1.($a$) Nusselt number $Nu_{\omega }$ versus $Wi$ at various $Re$ with $L=100$. The extent of DR for the highest $Wi=150$ realized in our simulations is reported. The log plots of mean velocity profile $u_{\theta }^{+}$ in the inner-half of the gap versus wall-normal distance $r^+$ for ($b$) $Re=1500$, ($c$) $Re=5000$ and ($d$) $Re=8000$. Here, $u_{\theta }^{+}$ is calculated as $(1-\langle u_{\theta }\rangle )/u_\tau$. The log law plot of $u_{\theta }^{+}=\kappa \textrm {ln}(r^+)+C$ is added hereafter as a visual guide, with $\kappa =2.5$ and $11.7$ corresponding to the von Kármán law and the Virk law, respectively.

Figure 2

Figure 2.Space–time plots of radial velocity $u_r$ along axial sampling line at the middle of the gap ($\tilde {r}=0.5$) for ($a$) $Wi=0$, ($b$) $Wi=5$, ($c$) $Wi=20$, ($d$) $Wi=50$, ($e$) $Wi=100$ and ($f$) $Wi=150$ at $Re=1500$. Hereafter $\tilde {r}=(r-R_i)/d$ represents the dimensionless distance to the inner cylinder wall. The blue dashed frames indicate the time period when strong intermittency occurs.

Figure 3

Figure 3.Space–time plots of radial velocity $u_r$ along axial sampling line at the middle of the gap ($\tilde {r}=0.5$) for ($a$) $Wi=0$, ($b$) $Wi=5$, ($c$) $Wi=20$, ($d$) $Wi=50$, ($e$) $Wi=100$ and ($f$) $Wi=150$ at $Re=5000$. The blue dashed lines indicate the outflow streaks associated with LSSs.

Figure 4

Figure 4.Space–time plots of radial velocity $u_r$ along axial sampling line at the middle of the gap ($\tilde {r}=0.5$) for ($a$) $Wi=0$, ($b$) $Wi=5$, ($c$) $Wi=20$, ($d$) $Wi=50$, ($e$) $Wi=100$ and ($f$) $Wi=150$ at $Re=8000$. The blue dashed lines indicate the outflow streaks associated with LSSs.

Figure 5

Figure 5.One-dimensional spanwise spectra of the turbulent kinetic energy $(\langle \boldsymbol {u}' \cdot \boldsymbol {u}' \rangle /2)$ sampled at the middle of the gap for ($a$) $Re=1500$, ($b$) $Re=5000$ and ($c$) $Re=8000$ at various $Wi$. The dominant spatial mode that has the highest energy at the MDR state is marked with black arrow. The decaying exponent $-5.86$ is obtained by fitting the spectral curve at $Re=8000, Wi=150$ in the region $k_z \geqslant 50$.

Figure 6

Figure 6.Profiles of the root-mean-square (r.m.s.) values of the velocity fluctuations for ($a$) $Re=1500$, ($b$) $Re=5000$ and ($c$) $Re=8000$. ($d$) Comparison of the Reynolds stress in Newtonian TCF and the MDR states for various $Re$.

Figure 7

Figure 7.Instantaneous flow structures visualized by the fluctuating streamwise velocity with $u_{\theta }'=\pm 0.1$ and coloured by the fluctuating radial velocity $u_r'$ for ($a$) a typical Newtonian turbulence at $Re=1500$ and MDR states ($Wi=150$) at ($b$) $Re=1500$, ($c$) $Re=5000$ and ($d$) $Re=8000$.

Figure 8

Figure 8.($a$) Rescaled polymer stresses $(1-\beta )\langle \tau _{r\theta } \rangle /Re$ at the MDR state ($Wi=150$) for various $Re$. ($b$) Decomposition of polymer stress into $\tau _{r\theta }^{e1}$ that induced by the non-vortical based flow and $\tau _{r\theta }^{e2}$ that interacts with vortical structures.

Figure 9

Figure 9.The streamwise component of the most energetic proper orthogonal decomposition (POD) modes of fluctuating velocities (line) and the most energetic POD modes of polymer trace fluctuation (contour) for ($a$) $Re=1500$, ($b$) $Re=5000$ and ($c$) $Re=8000$. Panels (a ii,b ii,c ii) show the corresponding POD singular values, with blue frames marking the most energetic ones.

Figure 10

Figure 10.($a$) The volume-averaged Reynolds stress and polymer stress for $Re$ = 1500, 5000, 8000 calculated as $\tau _{R}^{v}=({1}/{d})\int _{R_i}^{R_o}{\langle u_{r}'u_{\theta }' \rangle {\rm d}r}$ and $\tau _{P}^{v}=- ({1}/{d})\int _{R_i}^{R_o}{\langle \frac {1-\beta }{Re}\tau _{r\theta } \rangle {\rm d}r}$, respectively. ($b$) Comparison between MDR in TCF (at $Re=5000$) and classical MDR in channel flow (Dallas et al.2010; Wang et al. 2023). The volume-averaged polymer stress induced by vortical structures, i.e. $\tau _{e2}^{v}=-({1}/{d})\int _{R_i}^{R_o}{\langle \frac {1-\beta }{Re}\tau _{r\theta } ^{e2} \rangle {\rm d}r}$ is also plotted. To promote a reasonable comparison between different cases, $\tau _{R}^{v}$, $\tau _{P}^{v}$ and $\tau _{e2}^{v}$ have been rescaled by the volume-averaged Reynolds stress of corresponding Newtonian turbulent flows.

Figure 11

Figure 11.Components of the log-Euclidean mean conformation for the MDR states ($Wi=150$) under different $Re$: ($a$) $\langle C_{rr} \rangle _{\textrm {log}}$, ($b$) $\langle C_{\theta \theta } \rangle _{\textrm {log}}$ and ($c$) $\langle C_{zz} \rangle _{\textrm {log}}$. Scalar measures of the conformation tensor: ($d$) the logarithmic volume $\zeta _i$; ($e$) the squared geodesic distance $\kappa _i$; ($f$) the anisotropy index $\xi _i$. Note that here the reference tensor is selected to be the unit tensor $\unicode{x1D644}$ that represents the isotropic equilibrium state. Only the inner-half of the gap is shown for clarity.

Figure 12

Figure 12.($a$) The squared geodesic distance $\kappa _m$ for the MDR states ($Wi=150$) under different $Re$. Note that here the reference tensor is selected to be the log-Euclidean mean conformation. Only the inner-half of the gap is shown for clarity. ($b$) Probability density function of $\kappa _m$ sampling at different radial positions in the MDR state with $Re=1500$.

Figure 13

Figure 13.The joint probability density function (JPDF) of the logarithmic volume ratio $\zeta _m$ and the squared geodesic distance $\kappa _m$ for the MDR states ($Wi=150$) at $(a)$$Re=1500$, $(b)$$Re=5000$ and $(c)$$Re=8000$. Note that here the reference tensor is selected to be the log-Euclidean mean conformation. The grey and green line contours refer to radial locations at the near-wall position ($r^+=1$) and at the middle of gap, respectively. For all plots, eight contour levels in a log range of [$10^{-9},10^{-3}$] are used. The red dashed line denotes the realizability bound $\kappa _m=(1/3)\zeta _m^2$, derived in Hameduddin et al. (2018).

Figure 14

Figure 14.Nusselt number $Nu_{\omega }$ versus $Wi$ at various $L$ with $Re=5000$.

Figure 15

Figure 15.The log plots of mean velocity profile $u_{\theta }^{+}$ in the inner-half of the gap versus wall-normal distance $r^+$ for ($a$) $L=50$ and ($b$) $L=200$ with $Re=5000$.

Figure 16

Figure 16.Space–time plots of radial velocity $u_r$ along axial sampling lines near the inner wall $(a,d,g)$, at the middle of gap $(b,e,h)$ and near the outer wall $(c,f,i)$ for the MDR states ($Wi=150$) with $L=50$$(a,b,c)$, $L=100$$(d,e,f)$ and $L=200$$(g,h,i)$ at $Re=5000$. To provide a better illustration, here $u_r^i$, $u_r^m$ and $u_r^o$ have been used to denote the radial velocities near the inner wall, at the middle of gap and near the outer wall, respectively.

Figure 17

Figure 17.Instantaneous isosurfaces of the decomposed streamwise velocity fluctuations coloured by the corresponding decomposed radial velocity fluctuations at the MDR states ($Wi=150$) with $Re=5000$: ($a,c,e$) for $u_{\theta ,l}'$ and ($b,d,f$) for $u_{\theta ,s}'$, whereas ($a,b$) for $L=50$, ($c,d$) for $L=100$ and ($e,f$) for $L=200$. For all the plots, $u_{\theta ,l}'=$$u_{\theta ,s}'=0.05$.

Figure 18

Figure 18.Balance of angular momentum current across the gap for the MDR state ($Wi=150$) of ($a$) $L=50$, ($b$) $L=100$ and ($c$) $L=200$, with $Re=5000$. Here, $J^{\omega }_d= -({r^3\beta }/{Re})({\partial \langle \omega \rangle }/{\partial r})$ and $J^{\omega }_p= -({r^3( 1-\beta )}/{Re})({\langle \tau _{r\theta } \rangle }/{r})$ represent the diffusive flux, and the elastic source/sink, respectively, while the convective flux $J^{\omega }_c=r^3\langle u_r\omega \rangle$ has been decomposed into large- and small-scale parts. In panel ($c$), the inset shows the zoom-in of the centre region of the gap. ($d$) Volume-averaged angular momentum fluxes as a function of $L$, for the MDR state ($Wi=150$) with $Re=5000$. Here, the volume-averaged values are calculated by the integral across the gap, e.g. $J_{c}^{v}=({1}/{d})\int _{R_i}^{R_o}{ J_{c}^{\omega } {\rm d} r}$. Inset in panel ($d$) depicts the variation of decomposed $J_{c}^{v}$, which has been rescaled by the total $J_{c}^{v}$ at each $L$.

Figure 19

Figure 19.Two-point autocorrelation functions at the middle of gap ($\tilde {r}=0.5$) for streamwise velocity fluctuation in ($a$) axial and ($b$) azimuthal direction. All curves correspond to the MDR states achieved at $Wi=150$ for each ($Re, L$). Here, the first minimum of $R_{\theta \theta }(\unicode{x0394} z)$ is marked with triangle.

Figure 20

Figure 20.Profiles of r.m.s. values of ($a$) velocity components and ($b$) polymer stresses at $Re=5000, L=200, Wi=150$ with various mesh sizes.

Figure 21

Figure 21.($a$) Snapshots of the azimuthal velocity $u_\theta$ for Newtonian fluids at various $Re$. Only $0\leqslant z \leqslant \pi$ are shown for clarity. ($b$) Angular velocity profiles for Newtonian fluids at various $Re$. The black dashed lines are an illustration of the laminar BLs, while the black dashed–dotted line shows a linear fit to the bulk part of $\langle \omega \rangle / \Omega$. The inset depicts the variation of BL thickness $\delta$ as a function of $Re$.

Figure 22

Figure 22.($a$) Friction factor $C_f$ as a function of $Re$. For TCF, $C_f$ is calculated as $[(1-\eta )^2/\pi ]G/Re^2$, with $G$ being the dimensionless torque (Lathrop, Fineberg & Swinney 1992; Grossmann et al.2016). The dashed–dotted lines indicate the power-law scaling for $C_f$. ($b$) The DR rate for various flow geometries. For consistency, here the definition of DR is based on $C_f$, namely, $DR^*=1-C_f/C_f^{N}$, with $C_f^{N}$ being the friction factor for Newtonian fluids. Circles, numerical simulation for TCF at $\eta =0.99$; triangles, experiments for TCF at $\eta =0.714$ using two different polyacrylamide polymers (Zhang et al.2025); solid squares, numerical simulation for channel flow conducted by Wang et al. (2023) (note that these authors used a $Wi$ range of $1\sim 60$); hollow squares, numerical simulation for channel flow conducted by Dallas et al. (2010) (note that these authors used a $Wi$ range of $2\sim 17$); dashed lines, experiments for typical parallel-shear turbulent flows (Owolabi, Dennis & Poole 2017).