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Bubble curtains used as barriers across horizontal density stratifications

Published online by Cambridge University Press:  25 April 2022

A. Bacot
Affiliation:
École polytechnique, 91128 Palaiseau, France
D. Frank*
Affiliation:
Department of Applied Mathematics and Theoretical Physics, University of Cambridge, Wilberforce Road, Cambridge CB3 0WA, UK
P.F. Linden
Affiliation:
Department of Applied Mathematics and Theoretical Physics, University of Cambridge, Wilberforce Road, Cambridge CB3 0WA, UK
*
Email address for correspondence: D.Frank@damtp.cam.ac.uk

Abstract

Bubble curtains are multiphase line plumes that are used to reduce buoyancy-driven flows between two water zones at different densities. They are similar to air curtains, plane turbulent jets, that are installed in doorways of buildings between two climatically different environments. In this study, we establish a formal analogy between bubble curtains and air curtains and unify the two frameworks for their description that had previously been used. By means of small-scale laboratory experiments conducted in a channel with freshwater and brine solutions, we study how effectively a bubble curtain acts as a separation barrier for a wide range of density differences as well as different air fluxes and water depths. Qualitatively, two regimes of operation of a bubble curtain are identified and we establish the optimum operating conditions on the basis of quantitative measurements and theoretical considerations. We develop a theoretical model to calculate the infiltration flux of dense water across the bubble curtain that is in very good agreement with experimental measurements and yields a theoretical upper limit on the effectiveness of the bubble curtain. We also study the zones of mixed fluid around the bubble curtain, provide a scaling law for their horizontal extent as well as theoretically predict the water density inside these mixed zones. We discuss how the theoretical models derived from our small-scale experiments apply to real-scale bubble curtains that are, for example, used in ship locks.

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 (https://creativecommons.org/licenses/by/4.0/), which permits unrestricted re-use, distribution, and reproduction in any medium, provided the original work is properly cited.
Copyright
© The Author(s), 2022. Published by Cambridge University Press.
Figure 0

Figure 1. Sketch of the experimental set-up used for small-scale experiments. The false floor (shown as solid grey on the left-hand side and as grey dashes on the right-hand side) was placed on both sides of the pierced manifold generating the bubble curtain (indicated by an arrow). The false floor on the right-hand side is displayed in dashes to make visible the air inlet tubes that were running to the bubble curtain along the bottom of the tank and were hidden underneath the false floor.

Figure 1

Figure 2. Qualitative observations of different operating regimes of a bubble curtain. (a) Time sequence of the flow in the breakthrough regime for the air flux $Q^{air}=20\,{\rm l}\,{\rm min}^{-1}$, the water depth $H=15\,{\rm cm}$ and the density difference $\Delta \rho =163\,{\rm kg}\,{\rm m}^{-3}$. (b) Time sequence of the flow in the curtain-driven regime for the air flux $Q^{air}=20\,{\rm l}\,{\rm min}^{-1}$, the water depth $H=15\,{\rm cm}$ and the density difference $\Delta \rho =30\,{\rm kg}\,{\rm m}^{-3}$. (c) Late frame of the time sequence shown in figure 2(b) ($t=15.5\,{\rm s}$). The recirculation cell and the gravity current of mixed fluid originating from the cell are clearly visible in the left-hand half of the channel.

Figure 2

Figure 3. Experimentally measured infiltration flux $q_c$ per unit length of dense fluid across the bubble curtain.

Figure 3

Figure 4. Effectiveness $E$ of the bubble curtain as a function of the deflection modulus $D_{m,b}$ for varying $\Delta \rho$, $H$ and $Q^{air}$.

Figure 4

Figure 5. The horizontal extent $L_{cell}$ in metres of the recirculation cell in the curtain-driven regime plotted as a function of the relative horizontal density difference $\Delta \rho /\bar {\rho }$.

Figure 5

Figure 6. The measured horizontal extent of mixing cells on the light-fluid side of the tank is shown as a function of the scaling law (5.3). The black fitted line is given by (5.4).

Figure 6

Figure 7. Schematic of the steady flow in the curtain-driven regime. The right-hand side is initially filled with denser fluid and the left-hand side with lighter fluid. The notations used in the theoretical model are provided.

Figure 7

Figure 8. Sketch of the light-fluid half of the channel illustrating two volume contributions of the dyed fluid in the calculation of the theoretical infiltration flux $q_c^{th}$ in (5.21).

Figure 8

Figure 9. Experimentally measured values of the infiltration flux per unit length $q_c$ of dense fluid across the bubble curtain plotted against the theoretically expected infiltration flux per unit length $q_c^{th}$. We use (5.21) with (5.19) and (5.4) to calculate $q_c^{th}$ where $\alpha$ is determined for every set of initial conditions by (5.29). The black line depicts $q_c=q_c^{th}$.

Figure 9

Figure 10. Experimentally measured values of the infiltration flux per unit length $q_c$ of dense fluid across the bubble curtain plotted against the approximate infiltration flux per unit length $q_c^{th,approx}$ given by (5.27). The black line depicts the bisectrix of the first quadrant.

Figure 10

Figure 11. Theoretical curve $E(D_m)$ in the limit $t\to \infty$ for an infinitely long channel calculated by means of (5.28) and (5.29). The experimentally measured effectiveness values (cf. figure 4) are below the theoretical curve due to the presence of the recirculation cell next to the bubble curtain and the finite length of the channel.

Figure 11

Figure 12. Examples of the temporal evolution of densities $\rho _{l,exp}'$ (red line) and $\rho _{d,exp}'$ (blue line) in experiments B. The dashed lines indicate their respective theoretical predictions $\rho _l'$ and $\rho _d'$. The time $t$ is real time with the $t=0\,\textrm {s}$ corresponding to the gate removal at the start of an experiment. Here (a) $Q^{air}=10\,\textrm {l}\,\textrm {min}^{-1}$, $H=9\,\textrm {cm}$, $\Delta \rho =12\,\textrm {kg}\,\textrm {m}^{-3}$; (b) $Q^{air}=30\,\textrm {l}\,\textrm {min}^{-1}$, $H=15\,\textrm {cm}$, $\Delta \rho =12\,\textrm {kg}\,\textrm {m}^{-3}$; (c) $Q^{air}=10\,\textrm {l}\,\textrm {min}^{-1}$, $H=9\,\textrm {cm}$, $\Delta \rho =25\,\textrm {kg}\,\textrm {m}^{-3}$; (d) $Q^{air}=30\,\textrm {l}\,\textrm {min}^{-1}$, $H=15\,\textrm {cm}$, $\Delta \rho =25\,\textrm {kg}\,\textrm {m}^{-3}$.

Figure 12

Table 1. Quantitative comparison of $\rho _l'$ and $\rho _d'$ with their measured final counterparts $\rho _{l,exp}'$ and $\rho _{d,exp}'$ in experiments B. The measurement error in the density using the dye attenuation is approximately $1\,\textrm {kg}\,\textrm {m}^{-3}$.

Figure 13

Figure 13. The relative differences $(\rho _{l,exp}'-\rho _l')/\Delta \rho$ (red diamonds) and $(\rho _{d,exp}'-\rho _d')/\Delta \rho$ (blue circles) of the 17 experiments listed in table 1.

Figure 14

Figure 14. Density map in $\textrm {kg}\,\textrm {m}^{-3}$ obtained with data from experiment B15 for $Q=30\,\textrm {l}\,\textrm {min}^{-1}$, $H=15\,\textrm {cm}$ and $\Delta \rho =25\,\textrm {kg}\,\textrm {m}^{-3}$.

Figure 15

Figure 15. Time sequence of an experiment where only a thin layer of dense fluid is dyed at the bottom (the dense fluid is on the left and the light fluid is on the right) with $Q=20\,\textrm {l}\,\textrm {min}^{-1}$, $H=15\,\textrm {cm}$ and $\Delta \rho =25\,\textrm {kg}\,\textrm {m}^{-3}$.

Figure 16

Figure 16. Processed calibration image $I_{avg}(c)$. The water depth is $H=15\,\textrm {cm}$ and the concentration of methylene blue is $c=0.04\,\textrm {ppm}$. The red box shows the region where the density is averaged.

Figure 17

Figure 17. Measurement of the light intensity after passing the dyed water in the channel as a function of the concentration $c$ of methylene blue. The black line shows the linear fit to the data through the origin with a coefficient of approximately $K=6.02\pm 0.08$.

Figure 18

Figure 18. Processed frame of an experiment B with $Q=30\,\textrm {l}\,\textrm {min}^{-1}$, $H=20\,\textrm {cm}$ and $\Delta \rho =25\,\textrm {kg}\,\textrm {m}^{-3}$ showing typical averaging boxes for density calculation in the recirculation cells.

Figure 19

Figure 19. Plot of the non-dimensionalised infiltration volume $V^{*}/(W H^{2})$ as a function of the non-dimensionalised time $t\sqrt {g'H^{-1}}/3$. The measurements were conducted for several values of the water depth $H$ and initial horizontal density difference $\Delta \rho$. The slope of the fitted black line is the discharge coefficient $C_d\approx 0.55\pm 0.02$.

Figure 20

Figure 20. A frame of an experimental recording for $Q^{air}=20\,\textrm {l}\,\textrm {min}^{-1}$ and $H=15\,\textrm {cm}$ showing that the blue dye which was injected with a syringe at the source of the bubble curtain is being carried into the outflowing horizontal current close to the water surface.

Figure 21

Figure 21. The experimentally measured values of the horizontal current velocity $V_{max}$ as a function of the velocity scale $(g q_{air})^{1/3}$. The black line corresponds to the linear fit to the data through the origin with a coefficient of approximately 0.8.

Figure 22

Figure 22. Visualisation of the bubbles entrained by the outflowing horizontal current produced by different air flow rates $Q^{air}$ for (a) $H=9\,\textrm {cm}$, (b) $15\,\textrm {cm}$, (c) $20\,\textrm {cm}$. The images have been rescaled in the horizontal direction. The black silhouette corresponds to $Q^{air}=10\,\textrm {l}\,\textrm {min}^{-1}$, the purple to $Q^{air}=20\,\textrm {l}\,\textrm {min}^{-1}$, the yellow to $Q^{air}=30\,\textrm {l}\,\textrm {min}^{-1}$ and the cyan to $Q^{air}=60\,\textrm {l}\,\textrm {min}^{-1}$. The horizontal lines indicate a depth of $H/4$ below the water surface.