Hostname: page-component-cd9895bd7-p9bg8 Total loading time: 0 Render date: 2024-12-19T15:38:16.641Z Has data issue: false hasContentIssue false

The structure of a turbulent line fountain

Published online by Cambridge University Press:  06 August 2019

Gary R. Hunt*
Affiliation:
Department of Engineering, University of Cambridge, Trumpington Street, Cambridge CB2 1PZ, UK
Antoine L. R. Debugne
Affiliation:
Department of Engineering, University of Cambridge, Trumpington Street, Cambridge CB2 1PZ, UK
Francesco Ciriello
Affiliation:
Department of Engineering, University of Cambridge, Trumpington Street, Cambridge CB2 1PZ, UK
*
Email address for correspondence: [email protected]

Abstract

Line fountains form when heavy miscible fluid is ejected steadily upwards as a jet from a high-aspect-ratio rectangular slot, of length $L$ and half-width $b_{0}$, into lighter quiescent surroundings. Viewed along the slot from one end, previous observations reveal that the ejected fluid mixes with the environment and reaches a peak height before partially collapsing back downward under gravity to form a fountain whose top thereafter fluctuates vertically about a mean height. While the motion as perceived from this single view has provided insights that have successfully guided theoretical predictions for the initial rise height, until now a wider understanding of line fountains, and corresponding predictive capability, has been limited to this single prediction due to a lack of any other observational data. Indeed, the general behaviour of line fountains, including the structure internally and along the spanwise length $L$ of the slot, has not been reported previously. To address this, flow visualisations and comprehensive measurements of saline fountains in an aqueous environment are presented here that reveal their complex overall structure and behaviours. After establishing the uniformity of the source conditions from slots of aspect ratio $600:1$ and $300:1$, we first show that double-averaged (spanwise and time) rise heights $\overline{\overline{z}}_{v}/b_{0}$ scale on $Fr_{0}^{4/3}$, $Fr_{0}$ being the source Froude number, with vertical fluctuations being circa 20 % of these heights. Then, simultaneously interrogating the flow as viewed from above and from the side onto the spanwise dimension, we identify three distinct patterns of behaviour. Instrumental to distinguishing these behaviours were the contrasting signatures we observed in the time series of rise height departures from the mean which led us to the following classification: (i) non-uniform flapping for $0.05\lesssim \overline{\overline{z}}_{v}/L\lesssim 0.30$, in which the lateral motion of the fountain takes the form of an oscillatory wave with a wavelength of $2L/3$ (approx.); (ii) uniform flapping for $0.30\lesssim \overline{\overline{z}}_{v}/L\lesssim 0.45$, in which the entire fountain sways to the left and then to the right side of the slot; and (iii) disorganised flapping for $\overline{\overline{z}}_{v}/L\gtrsim 0.45$. Regarding the internal structure, we show that unlike a classic round fountain, eddying structures comparable in scale with the rise height form towards the top of the fountain, and the counterflow forms predominantly to one side of the jet. We then identify the single dominant mechanism driving the flapping motions, successfully linking the wave-like behaviour observed along the span to the internal structure and vertical oscillations. Quantifying the oscillatory motions, both the vertical and flapping frequencies scale as $Fr_{0}^{-2}$, and we demonstrate and explain a robust coupling between these frequencies that follows a ratio of 2:1.

Type
JFM Papers
Copyright
© 2019 Cambridge University Press 

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Baines, W. D., Turner, J. S. & Campbell, I. H. 1990 Turbulent fountains in an open chamber. J. Fluid Mech. 212, 557592.Google Scholar
Bloomfield, L. J. & Kerr, R. C. 1998 Turbulent fountains in a stratified fluid. J. Fluid Mech. 358, 335356.Google Scholar
van den Bremer, T. S. & Hunt, G. R. 2014a Two-dimensional planar plumes and fountains. J. Fluid Mech. 750, 210244.Google Scholar
van den Bremer, T. S. & Hunt, G. R. 2014b Two-dimensional planar plumes: non-Boussinesq effects. J. Fluid Mech. 750, 245258.Google Scholar
Burridge, H. C. & Hunt, G. R. 2013 The rhythm of fountains: the length and time scales of rise height fluctuations at low and high Froude numbers. J. Fluid Mech. 728, 91119.Google Scholar
Canny, J. 1986 A computational approach to edge detection. IEEE Trans. Pattern Anal. Mach. Intell. 6, 679698.Google Scholar
Debugne, A. L. R. & Hunt, G. R. 2018 The influence of span-wise confinement on round fountains. J. Fluid Mech. 845, 263292.Google Scholar
Deo, R. C., Mi, J. & Nathan, G. J. 2008 The influence of Reynolds number on a plane jet. Phys. Fluids 20 (7), 075108.Google Scholar
Fischer, H. B., List, E. J., Koh, R. C. Y., Imberger, J. & Brooks, N. H. 1979 Mixing in Inland and Coastal Waters, 1st edn. Academic Press.Google Scholar
Hunt, G. R. & Burridge, H. C. 2015 Fountains in industry and nature. Annu. Rev. Fluid Mech. 47, 195220.Google Scholar
Hunt, G. R. & Coffey, C. J. 2009 Characterising line fountains. J. Fluid Mech. 623, 317327.Google Scholar
Hunt, G. R. & Debugne, A. L. R. 2016 Forced fountains. J. Fluid Mech. 802, 437463.Google Scholar
Inam, M. I., Lin, W., Armfield, S. W. & He, Y. 2015 Asymmetry and penetration of transitional plane fountains in stratified fluid. Intl J. Heat Mass Transfer 90, 11251142.Google Scholar
Kaye, N. B. & Hunt, G. R. 2006 Weak fountains. J. Fluid Mech. 558, 319328.Google Scholar
Kotsovinos, N. E. & List, E. J. 1977 Plane turbulent buoyant jets. Part 1. Integral properties. J. Fluid Mech. 81 (1), 2544.Google Scholar
Krothapalli, A., Baganoff, D. & Karamcheti, K. 1981 On the mixing of a rectangular jet. J. Fluid Mech. 107, 201220.Google Scholar
Mathworks2017 Image Processing Toolbox: User’s Guide.Google Scholar
Mehaddi, R., Vauquelin, O. & Candelier, F. 2015 Experimental non-Boussinesq fountains. J. Fluid Mech. 784, R6–1–12.Google Scholar
Paillat, S. & Kaminski, E. 2014 Second-order model of entrainment in planar turbulent jets at low Reynolds number. Phys. Fluids 26 (4), 45110.Google Scholar
Srinarayana, N., Williamson, N., Armfield, S. W. & Lin, W. 2010 Line fountain behavior at low-Reynolds number. Intl J. Heat Mass Transfer 53, 20652073.Google Scholar
Taylor, J. R. 1997 An Introduction to Error Analysis: the Study of Uncertainties in Physical Measurements, 2nd edn. University Science Books.Google Scholar
Williamson, N., Srinarayana, N., Armfield, S. W., McBain, G. D. & Lin, W. 2008 Low-Reynolds-number fountain behaviour. J. Fluid Mech. 608, 297317.Google Scholar
Zhang, H. & Baddour, R. E. 1997 Maximum vertical penetration of plane turbulent negatively buoyant jets. J. Engng Mech. ASCE 123, 973977.Google Scholar

Hunt et al. supplementary movie 1

To complement figure 2

Download Hunt et al. supplementary movie 1(Video)
Video 6.5 MB

Hunt et al. supplementary movie 2

To complement figure 3a

Download Hunt et al. supplementary movie 2(Video)
Video 4.2 MB

Hunt et al. supplementary movie 3

To complement figure 3b

Download Hunt et al. supplementary movie 3(Video)
Video 3.5 MB

Hunt et al. supplementary movie 4

To complement figure 3c

Download Hunt et al. supplementary movie 4(Video)
Video 3.2 MB

Hunt et al. supplementary movie 5

To complement figure 4

Download Hunt et al. supplementary movie 5(Video)
Video 8.6 MB

Hunt et al. supplementary movie 6

To complement figure 5

Download Hunt et al. supplementary movie 6(Video)
Video 9.5 MB

Hunt et al. supplementary movie 7

To complement figure 6

Download Hunt et al. supplementary movie 7(Video)
Video 9.5 MB

Hunt et al. supplementary movie 8

To complement figure 18

Download Hunt et al. supplementary movie 8(Video)
Video 10.1 MB

Hunt et al. supplementary movie 9

To complement figure 19

Download Hunt et al. supplementary movie 9(Video)
Video 9.7 MB