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Air-assisted atomization of liquid jets in varying levels of turbulence

Published online by Cambridge University Press:  23 December 2014

A. Kourmatzis*
Affiliation:
Combustion Research Group, Aerospace Mechanical and Mechatronic Engineering, The University of Sydney, NSW 2006, Australia
A. R. Masri
Affiliation:
Combustion Research Group, Aerospace Mechanical and Mechatronic Engineering, The University of Sydney, NSW 2006, Australia
*
†Email address for correspondence: akourmatzis@sydney.edu.au
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Abstract

Air-assisted primary atomization is investigated in a configuration where liquid is injected in a turbulent gaseous jet flow both within as well as outside of the potential core. Cases are studied where the injection point is moved within the flow to maintain a range of constant gaseous mean velocities but changing local fluctuating velocity root-mean-square (r.m.s.) levels. Over a range of mean conditions, this allows for a systematic understanding of both the effects of gas-phase turbulence and mean shear on primary break-up independently. Extensive data is obtained and analysed from laser Doppler anemometry/phase Doppler anemometry, high-speed microscopic backlit imaging and advanced image processing. It is found that the ratio of the turbulent Weber number $\mathit{We}^{\prime }$ to the mean Weber number $\mathit{We}$ is a relevant parameter as is the turbulence intensity. The primary break-up length is found to be heavily influenced not only by the mean velocity, but also by the turbulence level and the mass fuel to air ratio. Above a particular threshold intensity level the break-up time changes in proportion to the change in the integral time scale of the flow. In addition, it is found that regardless of diameter and turbulent flow conditions at the liquid jet, the final size of ligaments converges to a value which is of the order of the measured primary instability wavelength ( ${\it\lambda}_{1}$ ). In contrast, cases of different turbulence intensity show the mean of droplet sizes diverging as the spray is advected downstream and this is because droplets are generated from ligaments, the latter of which are subjected both to Rayleigh–Taylor instabilities and turbulent fluctuations. This contribution, for the first time, examines the theoretical applicability of the Rayleigh–Taylor instability in flows where the turbulence is substantial with respect to the mean flow. It is shown that for high turbulence intensities a full theoretical reconstruction of the measured final droplet size distribution is possible from a probability density function of model Rayleigh–Taylor wavelengths ( ${\it\lambda}_{RT}$ ). In agreement with the literature (Varga et al. J. Fluid Mech., vol. 497, 2003, pp. 405–434), mean droplet sizes are found to be equal to a mean theoretical Rayleigh–Taylor wavelength normalized by a particular constant value. This, however, is only true for local turbulence intensities less than ${\sim}25\,\%$ , or for ratios of the turbulent Weber number to mean Weber number ( $\mathit{We}^{\prime }/\mathit{We}$ ) of less than ${\sim}6\,\%$ . Above this, the normalization value is no longer constant, but increases with $\mathit{We}^{\prime }/\mathit{We}$ . Finally, the instability wavelengths can be used as part of an approximation that estimates the total number of objects formed after break-up, where the object number is found to be dictated by a balance of both mean flow conditions and local turbulence.

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Papers
Copyright
© 2014 Cambridge University Press 
Figure 0

Figure 1. Schematic of experimental set-up where circles indicate example liquid jet injection locations. ${\it\lambda}_{1}$ is the primary instability wavelength.

Figure 1

Figure 2. An example of the mean flow (a) and r.m.s. velocity characteristics (b) of the gaseous jets at $x/D=10$ for three different bulk air flow cases. Here $U_{g}$ is the local mean velocity and $u^{\prime }$ the local r.m.s. of velocity fluctuations. The open circles in both figures, indicate three typical experimental cases where the mean flow is fixed but the local r.m.s. changes, these cases are shown in bold in table 1. (c) Plots of $u^{\prime }/U_{g}$ (local turbulence intensity) and $u^{\prime }/U_{g,r=0\,\text{mm}}$ (turbulent velocity) along with the three cases chosen shown with circles.

Figure 2

Table 1. Initial flow conditions (nominal conditions) and dimensionless numbers for all cases examined.

Figure 3

Table 2. Initial flow conditions (nominal conditions) as well as maximum and minimum deviations from nominal conditions at the break-up length $X_{B}$ for selected cases. All cases shown above are for $D_{l}=210~{\rm\mu}\text{m}$.

Figure 4

Figure 3. Instantaneous Weber number ($\mathit{we}$) probability distributions for case D3U3 ($\mathit{We}=33$, $U_{g}=41~\text{m}~\text{s}^{-1}$, $D_{l}=413~{\rm\mu}\text{m}$) for a variety of turbulence intensities ($u^{\prime }/U_{g}\,\%$).

Figure 5

Figure 4. Effect of turbulence intensity (3, 25, 35 and 41 % from left to right) on primary break-up morphology for case D2U2 ($D_{l}=210~{\rm\mu}\text{m}$ and $U_{g}=31~\text{m}~\text{s}^{-1}$) at $X/D_{l}=14$.

Figure 6

Figure 5. Effect of mean velocity on primary break-up morphology for 21 % turbulence intensity for cases D2U1 ($D_{l}=210~{\rm\mu}\text{m}$ and $U_{g}=22~\text{m}~\text{s}^{-1}$) to D2U5 ($D_{l}=210~{\rm\mu}\text{m}$ and $U_{g}=60~\text{m}~\text{s}^{-1}$) of table 1 from left to right at $X/D_{l}=14$.

Figure 7

Figure 6. Typical temporal evolution with each image separated by $200~{\rm\mu}\text{s}$ (a) and typical evolution with downstream distance (b) for case D2U4 ($D_{l}=210~{\rm\mu}\text{m}$ and $U_{g}=52~\text{m}~\text{s}^{-1}$) with turbulence intensity equal to 23 %. Dashed box indicates typical zone where liquid core begins to fragment into multiple packets. The middle of the zone, examined from hundreds of images is the location of $X_{B}$.

Figure 8

Figure 7. Turbulent Weber number ($\mathit{We}^{\prime }$) versus dimensionless break-up length for all cases of table 1.

Figure 9

Figure 8. Break-up time (${\it\tau}_{B}$) normalized by integral timescale (${\it\tau}$) for cases of table 1 plotted versus turbulence intensity ($u^{\prime }/U_{g}$) where vertical dashed lines indicate approximate zone delineations: (a) $D_{l}=210~{\rm\mu}\text{m}$; (b) $D_{l}=413~{\rm\mu}\text{m}$.

Figure 10

Figure 9. Mean ligament lengths normalized by primary instability wavelength ($\langle L\rangle /{\it\lambda}_{1}$) versus downstream location ($X/D_{l}$) for cases of $D_{l}=210~{\rm\mu}\text{m}$ where TI is turbulence intensity ($u^{\prime }/U_{g}\%$): (a) D2U1 ($D_{l}=210~{\rm\mu}\text{m}$ and $U_{g}=22~\text{m}~\text{s}^{-1}$); (b) D2U2 ($D_{l}=210~{\rm\mu}\text{m}$ and $U_{g}=31~\text{m}~\text{s}^{-1}$); (c) D2U3 ($D_{l}=210~{\rm\mu}\text{m}$ and $U_{g}=41~\text{m}~\text{s}^{-1}$); (d) D2U4 ($D_{l}=210~{\rm\mu}\text{m}$ and $U_{g}=52~\text{m}~\text{s}^{-1}$); (e) D2U5 ($D_{l}=210~{\rm\mu}\text{m}$ and $U_{g}=60~\text{m}~\text{s}^{-1}$); ( f) snapshots ($3~\text{mm}\times 3~\text{mm}$) showing initial weak points generated by the primary instability. A sample identification of $L$ and ${\it\lambda}_{1}$ for D2U4 ($D_{l}=210~{\rm\mu}\text{m}$ and $U_{g}=52~\text{m}~\text{s}^{-1}$) at a TI of 4 % is also shown in ( f).

Figure 11

Figure 10. Root mean square of gas-phase velocity fluctuations versus dimensionless ligament length convergence distance (a) and convergence distance normalized by break-up length $X_{L}/X_{B}$ versus r.m.s. (b) for $D_{l}=210~{\rm\mu}\text{m}$ cases of table 1.

Figure 12

Figure 11. Mean droplet sizes normalized by primary instability wavelength ($d10/{\it\lambda}_{1}$) versus dimensionless downstream location ($X/D_{l}$) for case D2U3 ($D_{l}=210~{\rm\mu}\text{m}$ and $U_{g}=41~\text{m}~\text{s}^{-1}$) (a), mean droplet sizes for a variety of cases plotted versus the ‘total’ Weber number (b) and $\mathit{We}^{\prime }/\mathit{We}$ (c) at the final downstream location: (a) $d10/{\it\lambda}_{1}$ versus ($X/D_{l}$) for case D2U3; (b) $d10$ versus $\mathit{We}+\mathit{We}^{\prime }$ at $X/D_{l}=57$; (c) $d10$ versus $\mathit{We}^{\prime }/\mathit{We}$ at $X/D_{l}=57$.

Figure 13

Figure 12. Model normalization value $C_{D10}$ and $C_{SMD}$ plotted versus the turbulent Weber number ($\mathit{We}^{\prime }$) (a,b), $C_{D10}$ plotted versus the ratio ($\mathit{We}^{\prime }/\mathit{We}$) (c) and local turbulence intensity ($u^{\prime }/U_{g}$) (d) and $C_{SMD}$ plotted versus $\mathit{We}^{\prime }/\mathit{We}$ (e) and the local turbulence intensity $u^{\prime }/U_{g}$ ( f) for cases of table 1.

Figure 14

Figure 13. Theoretical PDFs of ${\it\lambda}_{RT}/C_{D10}$ (line) and measured PDFs of spherical droplet sizes (*) for case D2U2 ($D_{l}=210~{\rm\mu}\text{m}$ and $U_{g}=31~\text{m}~\text{s}^{-1}$) at all available $\mathit{We}^{\prime }/\mathit{We}$ (%) values: (a) 28 %; (b) 17 %; (c) 12 %; (d) 6 %; (e) 4 %; ( f) 0.1 %.

Figure 15

Figure 14. Mean number of objects at the break-up length counted and computed over the full acquisition time plotted versus turbulence intensity for various cases of table 1: (a) for a liquid jet $D_{l}=210~{\rm\mu}\text{m}$; (b) for a liquid jet $D_{l}=413~{\rm\mu}\text{m}$.

Figure 16

Table 3. Assumptions for object number physical scaling models.

Figure 17

Figure 15. Measured mean number of objects at the break-up length per unit time (${\dot{N}}_{obj}$), alongside mean objects per unit time predicted from assumptions T1–T2 and L1–L2 of table 3 plotted versus the mean velocity for a turbulence intensity of 10, 20 and 40 % for $D_{l}=210~{\rm\mu}\text{m}$ cases: (a) $u^{\prime }/U_{g}=10$  (%); (b) $u^{\prime }/U_{g}=20$  (%); (c) $u^{\prime }/U_{g}=40$  (%).