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Proceedings of the International Conference “Underwater Acoustic Measurements: Technologies &Results” Heraklion, Crete, Greece, 28th June – 1st July 2005

ACOUSTICALLY OBSERVED BUBBLE CLOUD EVOLUTION UNDER

DEEP-WATER BREAKING WAVES

Jerome A. Smitha

aScripps Institution of Oceanography, 9500 Gilman Dr., La Jolla, CA 92093-0213

Dr. J. A. Smith, UCSD mail stop 0213, 9500 Gilman Dr., La Jolla, CA 922093-0213; fax 858-534-7132; email [email protected]

Abstract: A novel multi-beam system was deployed in an uplooking configuration to probe into the crests of breaking waves. The deployment was in 4000 m water depth, with typical winds of 10 to 15 m/s. Several breaking events were captured, and one is examined in detail. The breaking wave displays a phase lag with depth that is not seen in non-breaking waves. The bubbles injected mix to several meters depth within a few wave periods. The bottom boundary of the bubble layer is fairly sharp.

Keywords: Bubbles, wave breaking, turbulence, air-sea exchange, gas flux

1. INTRODUCTION.

One of the greatest challenges in the study of the air-sea interface is presented by breaking waves. Entrainment of gases and the expulsion of droplets and particles by breaking waves are of primary importance to gas fluxes in particular and air/sea exchanges in general [1-3]. The surface roughness and turbulence near the surface are key to understanding the kinematics and dynamics of this elusive interface. Unfortunately, it is nearly impossible to obtain measurements closer than a meter or two below actively breaking wave crests, although many promising techniques are being developed [4-10]

High-resolution ultrasound measurements from an up-looking phased-array system are presented. The system provides digitally beamformed measurements over "pies" about 22 degrees wide by 16 m maximum range, with resolutions of about 1.5 degrees by 5 cm. The instrument was mounted 13.5 m below the mean surface, so the cell size near the surface is

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about 5 cm (vertical) by 30 cm (along-wind). Sequences of intensity images form a “movie” that can be analyzed for motion as well as for relative scatterer (bubble) density.

~13 m mean depth FLIP Video PADS F i g . 1 : Sc h e m a t i c of t h e d e p l o y m e n t on F L I P . T h e e x p e r i m e n t a l si t e wa s so m e 20 0 W e s t o f Sa n Di e g o , i n 4 km wa t e r d e p t h . Scatterer R (R2+d2)1/2 d ∆ = R{(1+(d/R)2)1/2 - 1} ≈ d2/2R At 226 kHz, λ≈ 0.00664 m. d ≈ 0.129 m ≈ 19.4λ, so ∆ = λ/8 at R ≈ 10 m (45° phase) ∆ = λ/4 at R ≈ 5.0 m ∆ = λ/2 at R ≈ 2.5 m F i g . 2 T h e ne e d f o r f o c u s . I n pr a c t i c e , t h e 5 m cu t o f f ( 9 0 ° ph a s e cr i t e r i o n ) a p p e a r s t h e mo s t a p p r o p r i a t e ; be y o n d t h i s t h e i m a g e s p r o d u c e d wi t h an d wi t h o u t f o c u s i n g a d j u s t m e n t s ar e ha r d t o di s t i n t u i s h . 2. EXPERIMENTAL SETUP

The objective was to get high-resolution, high sample-rate acoustic measurements over a two-dimensional vertical “slice” of water extending right up into the crests of breaking and non-breaking waves. A 225 kHz “Phased-Array Doppler Sonar” (PADS) was mounted on an external strut about 6 m from the hull of FLIP (Fig. 1). The PADS was configured to provide

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16 beams, formed digitally from a linear array, covering a 22° wide pie-shaped wedge (1.4° resolution). The thickness of the “pie” is about 3.6°. With a usable bandwidth of up to 25 kHz, range resolution to ~3 cm was possible. At a nominal depth of 13 m, sound can be projected to the surface and back over 50 times per second, providing the desired high sample rate. To minimize the interference from previous pings, the delay between pings was staggered between two values (thanks to Tim Stanton, NPGS, for this idea). The two delays also provide the potential to help unwrap the phase-change from one sample to the next; although Doppler processing of this particular data has not yet been attempted. For this experiment, the PADS was operated in a simple intensity-measuring mode. Over these short ranges, focusing can be required (Fig. 2). For ranges beyond a meter or two, focusing can be achieved with a simple range-dependent phase adjustment prior to beamforming. For the beamforming parameters here (pulses more than 10 cycles long; Nyquist wavenumber-angle corresponds to only 8 cycles across the array), simple FFT beamforming is suitable.

To provide visual verification of breaking, and video analysis potential, a video camera was mounted looking down on the surface covering an area of the surface above the vertical “slice” probed by the PADS.

F i g . 3 . On e f r a m e f r o m a t i m e se r i e s o f ve r t i c a l - s l i c e i m a g e s un d e r a br e a k i n g wa v e . T h e wa v e i s pr o p a g a t i n g f r o m r i g h t t o l e f t . T h e up p e r ed g e of t h e re g i o n o f hi g h e s t b a c k s c a t t e r ( l i g h t ) pr o v i d e s a n es t i m a t e o f t h e su r f a c e l o c a t i o n , i l l u s t r a t e d by t h e l i n e s e g m e n t cr o s s i n g x = 0 , y= 1 5 m. T h e we d g e ex t e n d i n g do w n an d t o t h e ri g h t f r o m t h e h i g h e s t po i n t on t h e s u r f a c e i s pr o d u c e d b y a cl o u d of bu b b l e s be i n g a c t i v e l y i n j e c t e d b y t h e br e a k i n g wa v e . Ov e r t i m e t h i s b u b b l e cl o u d pe n e t r a t e s b e t w e e n 2 an d 3 m be l o w t h e su r f a c e . A t i m e - d e l a y e d co r r e l a t i o n t e c h n i q u e ( P I V ) wa s us e d t o t r a c k t h e me a n m o t i o n of 2 m sq u a r e s i n t h e v e r t i c a l . A s e t o f 16 sq u a r e s we r e t r a c k e d , c e n t e r e d on t h e l o c a t i o n s i n d i c a t e d by as t e r i s k s ( * ) . A r r o w s i n d i c a t e es t i m a t e d ve r t i c a l v e l o c i t i e s of e a c h s q u a r e at t h e t i m e of t h e pi c t u r e .

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15 20 25 30 35 40 45 50 7 8 9 10 11 12 13 14 15 16

Elevation Above Sonar (m)

Surface Tracker

Pressure at 13.5 m

Displacement from PIV

Breaker

Seconds past 16:24 UTC, Sept 16 1999 Surface * exp(kfz) F i g . 4 . T i m e - s e r i e s of ( e q u i v a l e n t ) ve r t i c a l d i s p l a c e m e n t s at an d be l o w t h e su r f a c e . T h e up p e r m o s t t r a c e i s f r o m a “ s u r f a c e f i n d e r ” t h r e s h o l d - b a s e d ro u t i n e . I n t e n s e b u b b l e cl o u d s ca n ca u s e dr o p o u t s ( j a g g e d g r a y l i n e ) , s o t h a t d e - s p i k i n g i s ne e d e d t o p r o d u c e a mo r e re a s o n a b l e su r f a c e es t i m a t e ( s u p e r i m p o s e d b l a c k l i n e ) . T h i s t r a c e i s c h a r a c t e r i z e d by m o t i o n s n e a r 8 an d 5 se c o n d p e r i o d s . T i m e - d e l a y c o r r e l a t i o n s p r o d u c e ve l o c i t y e s t i m a t e s f r o m t h e he t e r o g e n e o u s i n t e n s i t y f i e l d s ; t h e s e we r e i n t e g r a t e d t o sy n t h e s i z e e q u i v a l e n t di s p l a c e m e n t s ve r s u s l o c a t i o n be l o w t h e su r f a c e ( “ D i s p l a c e m e n t f r o m P I V ” , gr a y l i n e s ) . T h e pr e s s u r e at 13 m me a n d e p t h wa s al s o r e c o r d e d ( l o w e s t g r a y l i n e ) . F o r c o m p a r i s o n , a n eq u i v a l e n t t r a c e a t ea c h d e p t h i s c o m p u t e d f r o m t h e su r f a c e t r a c k ( b l a c k l i n e s ) us i n g ex p o n e n t i a l de c a y ve r s u s f r e q u e n c y c o m p u t e d f r o m l i n e a r d i s p e r s i o n . B r e a k i n g oc c u r s f o r t h e s e c o n d pe a k , ne a r T = 24 . 5 s. 3. RESULTS

The data show breaking and bubble cloud evolution in several events. About a dozen breaking events were documented. One event was selected as being particularly “clean,” in the sense that the interference due to the nearby hull of FLIP was minimal for the particular wave direction. The data presented were obtained as a wave of about 2.5 m height crest to trough passed through the field of view while breaking (one of several breakers captured over a two-week deployment from R/P FLIP). Figure 3 shows a frame from a PADS movie of acoustic intensity, from data taken at 16:24:24.41 UTC, 9/16/1999 (9:24 am local time) on the open ocean (~4000 m deep) about 200 km west of San Diego, CA.

By tracking features in time and space over the 2D sample area, the background velocity field can be estimated (Figure 8). One significant feature is the surface. However, by its nature only the vertical velocity can be estimated there. The surface is located in each frame as follows: Beamforming is over-resolved, producing 31 beams from the 16 receivers (the Nyquist wavenumber is not processed). Analysis is restricted to the centre 13 beams, ranges 8 to 16 m. Along each beam, the nearest range after the maximum that falls 13 dB below the maximum is identified. The 3 farthest outliers from the median of the 13 values are rejected. A line is fitted to the remaining points, providing the surface location and slope directly above the sonar. Finally, the time series of height and slope are de-spiked (median filtered

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using 15 points). Dropouts introduced by dense bubble clouds are an issue, and this procedure was developed to minimize the effect.

20 25 7 8 9 10 11 12 13 14 15 16

Seconds past 16:24 UTC, Sept 16 1999

Elevation (m)

Integrated PIV

Pressure

21 22 23 23 26 27 28 29

Surface Finder (Threshold) Surface * exp(kfz)

F i g . 5 . Cl o s u p of t h e es t i m a t e d di s p l a c e m e n t s vs . de p t h un d e r t h e br e a k i n g cr e s t . O t h e r w i s e as i n F i g . 4

This prototype crest-penetrating deployment shows promise, and performance could be improved significantly with a few modest adjustments: (1) A transmitter with much narrower beampattern in the cross-pie direction is needed, to bring that dimension of the sample area into line with the other two spatial dimensions. (2) A position closer to the surface would both reduce the along-wave cell size and increase the permissible sample rate. For example, from 5 m below the surface horizontal resolution at the surface becomes 10 cm, and sample rates up to 150 frames per second are possible. At these rates, coherent phase changes from one ping to the next could be used to refine vertical velocity estimates (actually radial velocity from the sonar) after an initial estimate from feature tracking. The ambiguity velocity would be around 30 cm/s for 200 kHz sound. (3) More receivers would also help to refine the angular resolution; doubling the number and reducing the range to 5 m would result in 5 cm resolution in both vertical and horizontal. It would appear that much could be learned about the velocity and turbulence structure under breaking waves by this approach.

4. CONCLUSIONS

• Sound can be used to probe into the crests of breaking waves

• Surface tracking requires many beams to provide a robust estimate of surface location (e.g., a median), due to random blocking by dense bubble clouds

• Particle imaging velocities (PIV) appear sensible, and might be used to unwrap coherent (pulse-to-pulse) phase estimates for Doppler velocities.

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• Vertical displacement vs. depth from integrated PIV appears sensible. Of note: deeper displacements lag the shallow in time.

• Dynamics of the near-surface shear layer (about one wave amplitude thick) should be re-examined. In particular: wave-shear interactions and resulting excess strain of the layer.

• Dissipation might be estimated from time-lagged coherences. But coherences must be averaged in a frame that tracks the scatterers as they move with the wave orbital motion.

5. ACKNOWLEDGEMENTS

This work was supported by ONR. Thanks also to the OPG engineering team of E. Slater, M. Goldin, Lloyd Green, and Tony Aja for their efforts to design, construct, deploy, and operate the PADS, and helping to develop the software to analyse the resulting data..

REFERENCES

[1] S. A. Thorpe, Bubble clouds: A review of their detection by sonar, of related models, and of how Kv may be determined., in Oceanic Whitecaps and Their Role in Air-Sea Exchange Processes, E. C. M. a. G. M. Noicall, Ed. Norwell, Mass.: D. Reidel, 1986, pp. 57-68.

[2] W. E. Asher, L. M. Karle, B. J. Higgins, P. J. Farley, E. C. Monahan, and I. S. Leifer, The Influence Of Bubble Plumes On Air-Seawater Gas Transfer Velocities, Journal Of Geophysical Research-Oceans, 101 (5), pp. 12027-12041, 1996.

[3] A. Graham, Aeration due to breaking waves. Part II: Fluxes, Journal of Physical Oceanography, 34 (5), pp. 1008-1018, 2004.

[4] A. Graham, D. K. Woolf, and A. J. Hall, Aeration due to breaking waves. Part I: Bubble populations, Journal of Physical Oceanography, 34 (5), pp. 989-1007, 2004. [5] E. J. Terrill and W. K. Melville, A broadband acoustic technique for measuring

bubble size distributions: Laboratory and shallow water measurements, Journal of Atmospheric & Oceanic Technology, 17 (2), pp. 220-239, 2000.

[6] M. D. Stokes and G. B. Deane, A new optical instrument for the study of bubbles at high void fractions within breaking waves, Ieee Journal of Oceanic Engineering, V24 (N3), pp. 300-311, 1999.

[7] S. Vagle and D. M. Farmer, A comparison of four methods for bubble size and void fraction measurements, Ieee Journal of Oceanic Engineering, 23 (3), pp. 211-222, 1998.

[8] D. M. Farmer, S. Vagle, and A. D. Booth, A free-flooding acoustical resonator for measurement of bubble size distributions, Journal of Atmospheric and Oceanic Technology, 15 (5), pp. 1132-1146, 1998.

[9] E. Lamarre and W. K. Melville, Void-Fraction Measurements and Sound-Speed Fields in Bubble Plumes Generated By Breaking Waves, Journal of the Acoustical Society of America, 95 (3), pp. 1317-1328, 1994.

[10] S. Vagle and D. M. Farmer, The Measurement Of Bubble-Size Distributions By Acoustical Backscatter, Journal Of Atmospheric And Oceanic Technology, 9 (5), pp. 630-644, 1992.

References

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