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Turbulent/non-turbulent interface in polymer-laden jets

Published online by Cambridge University Press:  19 May 2025

Sheng-Hong Peng
Affiliation:
Institute of Extreme Mechanics and School of Aeronautics, Northwestern Polytechnical University, Xi’an 710072, PR China BYD Auto Company Limited, Xi’an 710072, PR China
Xi-Ran Liu
Affiliation:
Institute of Extreme Mechanics and School of Aeronautics, Northwestern Polytechnical University, Xi’an 710072, PR China
Yi-Bao Zhang*
Affiliation:
Institute of Extreme Mechanics and School of Aeronautics, Northwestern Polytechnical University, Xi’an 710072, PR China Center for Combustion Energy, Key Laboratory for Thermal Science and Power Engineering of Ministry of Education, Department of Energy and Power Engineering, Tsinghua University, Beijing 100084, PR China
Heng-Dong Xi*
Affiliation:
Institute of Extreme Mechanics and School of Aeronautics, Northwestern Polytechnical University, Xi’an 710072, PR China
*
Corresponding authors: Yi-Bao Zhang, zhangyibao@mail.tsinghua.edu.cn; Heng-Dong Xi, hengdongxi@nwpu.edu.cn
Corresponding authors: Yi-Bao Zhang, zhangyibao@mail.tsinghua.edu.cn; Heng-Dong Xi, hengdongxi@nwpu.edu.cn

Abstract

We present an experimental study on the effects of polymer additives on the turbulent/non-turbulent interface (TNTI) in a fully developed round water jet. The Reynolds number based on the jet diameter is fixed at $Re=7075$. The Weissenberg number $Wi$ ranges from 24 to 86. We employ time-resolved simultaneous particle image velocimetry and laser-induced fluorescence measurements to investigate the local entrainment and engulfment process along the TNTI in two regimes: entrainment transition and enhancement regimes. In polymer-laden jets, the TNTI fluctuates more intermittently in the radial direction and more ambient fluid can be engulfed into the turbulent region due to the augmented large scale motion. Though the contribution of engulfment to the total flux increases with $Wi$, engulfment is still not the major contribution to the entrainment in polymer-laden jets. We further show that the local entrainment velocity is increased in both regimes compared with the pure water jet, due to two contributions: polymer elastic stress and the more intermittent character of the TNTI. In the entrainment transition regime, we observe smaller fractal dimension and shorter length of TNTI compared with the Newtonian case, consistent with previous numerical simulations (Abreu et al. J. Fluid Mech. vol. 934, 2022, A36); whereas those in the enhancement regime remain largely unchanged. The difference between the two regimes results from the fact that the jet flow decays in the streamwise direction. In the entrainment transition regime, turbulence intensity is strong enough to significantly stretch the polymers, resulting in a smoother TNTI in the inertial range. However, in the entrainment enhancement regime, the polymer’s feedback is not strong enough to alter the fractal dimension due to the low elasticity. The above mentioned differences of entrainment velocity and TNTI in the entrainment reduction/transition and enhancement regimes also explain the reduced and enhanced spreading rate of the viscoelastic jet observed in previous numerical simulations and experiments (Guimarães et al. J. Fluid Mech. 2020,vol. 899, A11; Peng et al. Phys. Fluids, 2023, vol. 35, 045110).

Information

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

Figure 1. Schematic of the experimental set-up for jet flow and optical configuration for combined PIV and LIF measurements.

Figure 1

Table 1. Parameters for the PIV and LIF measurements. $\eta$ and $\eta _B$ denote the Kolmogorov and Batchelor length scales, respectively. These scales are estimated at the centreline for all the streamwise locations measured in the present study.

Figure 2

Figure 2. (a) Instantaneous concentration field, normalised by the averaged centreline scalar concentration $\overline {\phi _{R,c}}$ and shown in logarithmic scale, in the pure water jet at $Re=7075$. (b) Velocity field is superimposed on the concentration field and the arrow length represents the magnitude of velocity. (c,d) and (e,f) Same as panels (a) and (b) but for $Wi = 36.7$ and 85.6, respectively.

Figure 3

Table 2. PIV and LIF measurement details. $\phi$, $ M_{w}$, $\tau _p$ and $Wi$ denote the polymer concentration, molecular weight of the PEO, relaxation time of the PEO and Weissenberg number, respectively. The positions for the PIV and LIF measurements are also specified. Here $R_{b}$ and $R_{b_{\phi }}$ are the spreading rates of the velocity and scalar fields, respectively.

Figure 4

Table 3. Experimental parameters. $\phi$, $ M_{w}$, $\tau _p$ and $Wi$ denote the polymer concentration, molecular weight of the PEO, relaxation time of the PEO and Weissenberg number, respectively. The positions for the PIV and LIF measurements are also specified. Here $R_{b}$ and $R_{b_{\phi }}$ are the spreading rates of the velocity and scalar fields, respectively.

Figure 5

Figure 3. Conditionally averaged profiles of (a) scalar concentration, $\langle \phi _{R} \rangle _{I}/\phi _{R, c}$, and (b) out-of-plane vorticity magnitude, $\langle | \omega |\rangle _I /(U_c/b)$, along the local coordinate system, depicted as yellow arrows in the inset of panel (a). The rectangles, centred around $s_n=0$, span a width of one Taylor length scale $\lambda$.

Figure 6

Figure 4. (a) Radial profiles of the local Weissenberg number, $Wi_{local}$, as a function of $r/b$ at streamwise position $x/D=56$. (b) Conditionally averaged local Weissenberg number on the TNTI, $ \langle Wi_{local} \rangle _{I}$, as a function of the distance $s_n$ from the TNTI. The vertical bar in panel (b) has a width of $\lambda$.

Figure 7

Figure 5. Power spectra of turbulent velocity at (a) $(x/D,r/b)=(56,0)$, (b) $(x/D,r/b)=(56,0.5)$ and (c) $(x/D,r/b)=(56,1)$ for the pure water and $Wi=36.7$ cases. $-5/3$ denotes the inertial range scaling in Newtonian turbulence. $-2.38$ and $-3$ are scaling exponents reported in inertio-elastic turbulence.

Figure 8

Figure 6. TNTI at multi-scales. The binarised images of the filtered scalar field, with filter sizes of (a,c,e) $\Delta /\eta \approx$ 3 and (b,d,f) $\Delta /\eta \approx$ 80, correspond to the cases of (a,b) pure water, (c,d) $Wi=36.7$ and (e,f) $Wi=85.6$. The red lines represent the TNTI and the black lines are the interface envelope. The interface envelope is shifted by 0.3 mm in the radial direction to distinguish it from the TNTI. The dotted lines are the jet centreline.

Figure 9

Figure 7. P.d.f.s of the radial position $r_{I}$ (normalised by the half-width $b$) of the TNTI with different filter size: (a) $\Delta /\eta \approx$ 3 and (b) $\Delta /\eta \approx$ 80. The solid lines represent Gaussian distribution.

Figure 10

Figure 8. (a) P.d.f.s of the radial position of the bubble centroid. (b) P.d.f.s of the bubble size within the turbulent region.

Figure 11

Figure 9. P.d.f.s of the scalar concentration $\phi _{R}/\phi _{R, c}$, sampled within the TNTI. The standard deviations of $\phi _{R}/\phi _{R, c}$ are also indicated in the legend. The vertical red line represents the scalar concentration threshold $\phi _{R}/\phi _{R, c}=0.18$ used in this study.

Figure 12

Figure 10. Radial profiles of (a) the normalised streamwise velocity $ \overline {U_{x, bub}}/U_c$ and ($ b$) the normalised out-of-plane vorticity $\overline {| \omega |_{bub}}/(U_c/b)$ in the bubbles. For comparison, the mean streamwise velocity $ \overline {U{x}}/U_c$ and out-of-plane vorticity $\overline {| \omega |}/(U_c/b)$ from the pure water case are also depicted, represented by red squares. The error bars in panel (a,b) denote one standard deviation. The large error bars of $\overline {| \omega |_{bub}}/(U_c/b)$ near $r/b\approx 0$ and $r/b\approx 3$ result from the limited data at these radial positions.

Figure 13

Table 4. Mass flux in the pure water and polymer-laden jets. Here $Q$, $ Q_{ {jet}}$ and $ Q_{ {engulf}}$ denote the total mass flux, mass flux within the TNTI envelope and engulfment mass flux, respectively.

Figure 14

Figure 11. (a,c) TNTI length, $L_{TNTI}$ (normalised by $ L_x$), and (b,d) mean entrainment velocity, $V_n$ (normalised by the mean centreline axial velocity $U_c$), as a function of the filter size $\Delta$. $L_x = 12 D$ represents the length of the measurement region along the flow direction. The two vertical bars represent the Taylor scale $\lambda$ (left) and the integral scale $b$ (right) within the measurement range. The black horizontal bar denotes the large scale entrainment coefficient of the pure water case in the self-similar regime. The green horizontal bar denotes the large scale entrainment coefficient of the polymer-laden case in the entrainment enhancement regime.

Figure 15

Figure 12. Entrainment velocity conditioned on the radial location of the TNTI $ - \langle v_n \rangle |_{r_{I}}P(r_I)$ at two filter sizes (a) $\Delta /\eta \approx$ 3 and (b) $\Delta /\eta \approx$ 80.

Figure 16

Figure 13. P.d.f.s of the local entrainment velocity $v_n$ at two filter sizes (a) $\Delta /\eta \approx$ 3 and (b) $\Delta /\eta \approx$ 60. The black curves represent Gaussian distribution.

Figure 17

Figure 14. Measured viscosity of pure water and polymer solutions (20 ppm) used in our experiment.

Figure 18

Figure 15. (a) Variation of the jet half-width $b$ (normalised by the pipe diameter $D$) along the flow direction for both the pure water and polymer-laden jets at different $Wi$ values. The hollow and solid symbols represent results from the full-field PIV of Peng et al. (2023) and local PIV in this study, respectively. The solid and dashed lines are linear fits to $b$ in the self-similar region of the pure water jet and the polymer-laden jet at $Wi=24.6$. Dashed lines with the same slope as that of the $Wi=24.6$ case are also shown for the $Wi=36.7$ and 85.6 cases. (b) Analogous to panel (a), but the half-width is defined using the scalar concentration.

Figure 19

Figure 16. Radial profiles of the normalised (a) mean axial velocity, (b) mean scalar concentration, (c) axial velocity fluctuation and (d) scalar concentration fluctuation.

Figure 20

Figure 17. (a) Conditional averaged scalar concentration $ \widetilde \phi _{R}/\phi _{R, c}$ which is averaged across all positions where $\phi _{R}/\phi _{R, c} \gt \phi _{R, th}/\phi _{R, c}$ and over the entire duration of the experiment. (c) Conditional average of the normalised out-of-plane vorticity magnitude $ | \omega | / (U_{c}/b)$. The derivatives of the data in panels (a) and (c) are shown in panels (b) and (d). The red filled rectangles denote the range of TNTI concentration threshold.

Figure 21

Figure 18. (a) Process to compute the local entrainment velocity $v_n$. The red and yellow lines represent the TNTI at $t_{0}$ and $t_{0} + \delta t$, respectively. The yellow vectors interpolated along the yellow curve denote the local fluid velocity $\boldsymbol {u_{I}}$. The purple line is the shifted interface of the yellow one by a distance of $- \boldsymbol {u_{I}} \delta t$. (b) Variation of the ensemble averaged local entrainment velocity $-\langle v_n \rangle$ at different filter sizes versus $ \delta t$. The filled and open symbols represent the pure water and $Wi=36.7$ cases with comparable filter size. Within the vertical bar, $-\langle v_n \rangle$ are almost insensitive to the variation of $\delta t$.