Luottamuksellinen Sivu 1 2/7/2008 Ninni Liukko and Timo Huttula JY/BYTL Local aquatic mixing scales Based on water current measurements on R/V Aranda in July 1997 1. SITE AND MEASUREMENT DESCRIPTION The measuring site was at the entrance to the Gulf of Finland (Fig. 1). Fig. 1. The red sphere is pointing the measuring site at the entrance to the Gulf of Finland. Water currents were measured with three instruments on board of R/V Aranda. The vessel mounted ADCP with transducer/receiver unit mounted on the ship hull was Luottamuksellinen Sivu 2 2/7/2008 supplemented with two other current meters. With these instruments it was possible to measure the near surface layer (0-16 m), which is not covered by the vessel mounted ADCP. The two meters were used during 24h intensive sampling periods. They were moved vertically with cranes and winches. One bottom mounted upwards looking ADCP was deployed to the first 24h monitoring site. It was collecting data during the entire expedition. In the ship on the starboard side near the bow an ultrasonic current meter (UCM50) by Sensortec Ltd. was used to collect data at the depth of 0-9 m. The instrument utilises three transducer-receiver pairs for collecting 3D current data. Current velocity and direction is calculated from the differences in travel times between the sensors of each pair. The measurement is fairly quick and the accuracy of this data very high. On the port side the RCM9 by Aanderaa Instruments was used. It is a horizontal plane Doppler current meter. It was used to collect data at the depths of 7-37 m. The instruments were used outside the magnetic field of the ship and with such data integration periods that the ship and crane movements were smoothed out. The measurements were done in 16.-24.7.1997. The ADCP were measuring currents all the time in 10 min intervals. The UCM50 and RCM9 were used during some about 12hour periods. For example, the UCM50 and RCM9 were used together without significant breaks 19.7. 4:00-7:30, 21.7. 18:00-21:00, 22.7. 2:00-12:00 and 23.-24.7. 18:00-8:00. 2. RESULTS The results from one measuring period, 2:00-12:00 22.7.1997, are presented. 2.1. Wind conditions The wind direction varied 21.7. In the beginning of the 22.7. velocity measuring period the direction was from south-east. It then turned to east, back to south-east and finally to south-west at the end of the period. (Fig. 2). The wind speed was very low (about 2 m/s) in the day before the measuring and also during the mearuring period (2:00-12:00 22.7.) (Fig. 3). Luottamuksellinen Sivu 3 2/7/2008 360 Wind direction (deg) 315 270 225 180 135 90 45 0 0:00 12:00 0:00 12:00 0:00 0:00 12:00 0:00 Fig. 2. Wind direction 21.-22.7.1997 Wind speed (m/s) 20 15 10 5 0 0:00 12:00 Fig. 3. Wind speed 21.-22.7.1997. 2.2. ADCP results Current direction was to west and to north in the upper part of the water column and to south-east in deeper layers according to the ADCP measurement (Fig. 4). The velocity increased during the measuring period in the whole water column. In the depth of about 6-35 m the velocity was about 5 cm/s at first and increased to about 15 cm/s in the time of 12. The highest velocities were in the uppermost layers (4-5m) at night and in the depth of 35-50 m in the morning. Maximum velocities were about 17-19 cm/s. (Fig. 5). Fig. 4. Current direction measured by the ADCP 2:00:08 – 12:00:08 22.7.1997. The Fig. shows the depth of 4-50m (on the right: bin46 = 4m, bin44 = 6m, bin42 = 8m, … , bin3 = 2m and bin0 = 50m). Luottamuksellinen Sivu 4 2/7/2008 Fig. 5. Current velocity measured by the ADCP 2:00:08 – 12:00:08 22.7.1997. The Fig. shows the depth of 4-50m (on the right: bin46 = 4m, bin44 = 6m, bin42 = 8m, … , bin3 = 2m and bin0 = 50m). 2.3. UCM50 and RCM9 results In the following the results of the UCM50 and the RCM9 current meters are presented together after a linear interpolation of data in 0.5 h and 1 m intervals. Temperature was 19-20 ºC in the surface layer and declined to about 3-4 ºC in the depth of 35 m (Fig. 6). Velocity increased during the measuring period and was highest at surface (30-35 cm/s) at the end of the period (Fig. 7). The direction of the highest velocities in the morning was to west at surface and to north-west below 5 m depth. (Fig. 8 and 9). 0 20 -5 15 Depth (m) -10 -15 10 -20 -25 5 -30 -35 02 04 06 08 10 12 0 Time (hh) Fig. 6. Isotherms at 1 ºC intervals. Data interpolated (0.5 h and 1m intervals) from UCM50 and RCM9 measurement data 22.7.1997. Luottamuksellinen Sivu 5 2/7/2008 Depth (m) 0 -5 30 -10 25 -15 20 -20 15 -25 10 -30 5 -35 02 04 06 08 10 12 0 Time (hh) -1 Fig. 7. Velocity level curves at 2 cm s intervals. Data interpolated (0.5 h and 1 m intervals) from UCM50 and RCM9 measurement data 22.7.1997. 0 20 -5 15 Depth (m) -10 -15 10 -20 5 -25 0 -30 -35 02 04 06 08 10 12 -5 Time (hh) Fig. 8. North velocity level curves at 3 cm s-1 intervals. Data interpolated (0.5 h and 1 m intervals) from UCM50 and RCM9 measurement data 22.7.1997. 0 20 -5 10 Depth (m) -10 0 -15 -20 -10 -25 -20 -30 -30 -35 02 04 06 08 10 12 Time (hh) Fig. 9. East velocity level curves at 3 cm s-1 intervals. Data interpolated (0.5 h and 1 m intervals) from UCM50 and RCM9 measurement data 22.7.1997. 2.4. Scales of turbulence The data interpolated from the original measuring data from UCM50 and RCM9 current meters were used to calculate the Brunt-Vaisala requency (N), period length (Pw), and Richardson number (Ri). Friction velocity (u*) was approximated and that was used to Luottamuksellinen Sivu 6 2/7/2008 calculate the Dissipation energy (E), Buoyancy length scale (Lb), Batchelor scale (Ld) and Kolmogorov scales. The numbers were calculated for the measuring period with 0.5 hour intervals and for depth layers 1-2 m, 8-9 m, 22-23 m and 33-34 m. The numbers were therefore calculated for times 3:00, 3:30, 4:00, … , 10:00 and 10:30. These momentary values were averaged for the whole period. The results are shown in Table 1 and also in the following figures 10-19. The results are not accurate, because salinity was not taken into account in density calculations (we don’t have salinity data yet). Table 1. Averages of calculated numbers for the period of 3:00-10:30 22.7.1997. Numbers are calculated over the four depth layers shown in the first row. BRUNT-VAISALA frequency N (rad Period length Pw (s) Richardson number Ri Buoyancy length scale Lb (m) Friction velocity appr u* (m s-1 ) Dissipation energy E (m2 s-3) s-1) Batchelor scale Ld Kolmogorov length scale lm (m) Kolmogorov length scale lm*2π (m) Kolmogorov time scale tm (s) Kolmogorov velocity scale vm (m s-1) 1-2 m 0.026 361.3 4036.2 0.38 0.006 7.27E-07 0.012 8-9 m 0.025 256.4 391.8 0.15 0.005 8.83E-07 0.008 22-23 m 33-34 m 0.016 396.7 32.8 0.17 0.004 1.4E-07 0.005 0.004 6839.3 5.1 5.47 0.006 6.91E-07 0.006 0.005 0.003 0.002 0.002 0.031 0.020 0.014 0.015 142.1 19.7 5.9 9.8 0.001 0.001 0.001 0.001 Brunt-Vaisala frequency and Wave period length The Brunt-Vaisala frequency or buoyancy frequency (N) was calculated as N = ((g/ρ)*(dρ/dz))1/2, where g is 9.81 m s-2, ρ is density and z is depth. The wave period length is then Pw = 2π/N. The Brunt-Vaisala frequency is the frequency of the oscillation that results when the density interface is displaced and then left to return to its rest position. The oscillation spreads out as a moving internal wave. The Brunt-Vaisala frequency was calculated over the depth of 1-2 m, 8-9 m, 22-23 m and 33-34 m and with 0.5 hour intervals and then averaged to cover the whole period (3:0010:30). The average value of N was 0.026 rad s-1 in the depth of 1-2 m and 0.004 rad s-1 in the depth of 33-34 m (Fig. 10). The period lengths are then 6 min for 1-2 m depth and 114 min for 33-34 m depth (Fig. 11). Luottamuksellinen Sivu 7 2/7/2008 Brunt-Vaisala frequency N (rad s -1) 0.000 0.005 0.010 0.015 0.020 0.025 Depth layer 1-2 m 0.030 0.026 8-9 m 0.025 0.016 22-23 m 0.004 33-34 m Fig. 10. Averages of Brunt-Vaisala frequency 22.7.1997 03:00-10:30 in different depth layers. Period length Pw (s) 0 Depth layer 1-2 m 8-9 m 22-23 m 1000 2000 3000 4000 5000 6000 7000 8000 361.3 256.4 396.7 33-34 m 6839.3 Fig. 11. Averages of period length 22.7.1997 03:00-10:30 in different depth layers. Richardson number The Richardson number estimates the likelihood that internal waves in a density interface will become unstable and break up into turbulence. Ri is a ratio between the buoyancy forces and the shear force. If this ratio is greater than 0.25 waves of all wavelengths are stable (Turner, 1973). The Richardson number was calculated as Ri = N2/(du/dz)2, where N is the buoyancy frequency and du/dz is the velocity gradient. The average Richardson number was 4036 for depth 1-2 m and 5 for depth 33-34 m (Fig. 12). This suggests that the stratification in both cases was strong and that internal waves were not breaking in these layers. Luottamuksellinen Sivu 8 2/7/2008 Richardson number Ri 0 500 1000 1500 2000 2500 3000 3500 Depth layer 4500 4036.2 1-2 m 391.8 8-9 m 22-23 m 4000 32.8 33-34 m 5.1 Fig. 12. Averages of Richardson number 22.7.1997 03:00-10:30 in different depth layers. Friction velocity Friction velocity (u*) for depth layers were approximated so that u* ≈ le(du/dz), where le is the length scale and du/dz is the velocity gradient. Calculation suggest that friction velocity in depths 1-2 m and 33-34 m was 0.006 m s-1 and in depths 8-9 m and 22-23 m 0.005 m s-1 and 0.004 m s-1 respectively (Fig. 13). (These values are only rough approximations, because the real friction velocity may change a lot with depth.) -1 Friction velocity appr. u* (m s ) 0.000 0.005 Depth layer 1-2 m 0.015 0.020 0.006 8-9 m 22-23 m 0.010 0.005 0.004 33-34 m 0.006 Fig. 13. Averages of approximated friction velocity 22.7.1997 03:00-10:30 in different depth layers. Dissipation of kinetic energy Luottamuksellinen Sivu 9 2/7/2008 Dissipation of kinetic energy (E) was calculated with the approximated value of friction velocity (u*): E= (u*)² (du/dz). E was found to be 7.3*10-7 in 1-2 m depth. In 22-23 m depth it was only 1.4*10-7. (Fig. 14). 2 -3 Dissipation energy E (m s ) 0.0000000 0.0000005 0.0000010 0.0000020 7.27491E-07 1-2 m Depth layer 0.0000015 8.83088E-07 8-9 m 22-23 m 1.40022E-07 6.91034E-07 33-34 m Fig. 14. Averages of approximated dissipation energy 22.7.1997 03:00-10:30 in different depth layers. Buoyancy length scale The buoyancy length scale (Lb) is the size of the largest turbulent eddies. The largest eddies occur when the inertial forces associated with the turbulence are about equal to the buoyancy forces. This size is estimated from the turbulent energy dissipation rate E and the buoyancy frequency N: Lb=(E/N³)1/2. The buoyancy length scale was smaller than 0.4 m in 1-2 m, 8-9 m and 22-23 m depth layers. These values are quite small when compared to the ocean, where the buoyancy length scale may be about 10 m in the mixed layer and 1 m in the deep ocean or in stratified regions (Mann & Lazier 1991). In 33-34 m depth Lb was found to be 5.5 m. Buoyancy length scale Lb (m) 0 Depth layer 1-2 m 1 3 4 5 6 0.38 8-9 m 0.15 22-23 m 0.17 33-34 m 2 5.47 Fig. 15. Averages of buoyancy length scale 22.7.1997 03:00-10:30 in different depth layers. Luottamuksellinen Sivu 10 2/7/2008 Batchelor scale for heat Batchelor scale is the length scale of the smallest fluctuation of any property of diffusion constant D and it is given by Ld = 2π (vD2/E)1/4, where v = 0.000001 m2 s-1 is the coefficient of kinematic viscosity. Batchelor scale for heat was calculated to be about 12 mm in 1-2 m and 5 mm in 22-23 m. These values were calculated with the approximated values of E and they are in the range of values for smallest temperature fluctuations (2-13 mm) suggested by Mann & Lazier (1991). Batchelor scale Ld (m) 0.000 0.003 0.006 0.009 Depth layer 8-9 m 33-34 m 0.015 0.012 1-2 m 22-23 m 0.012 0.008 0.005 0.006 Fig. 16. Averages of Batchelor scale 22.7.1997 03:00-10:30 in different depth layers. Kolmogorov scales The approximated kinetic energy dissipation value (E) was used when approximating Kolmogorov scales. The Kolmogorov scales describe the dimensions of the smallest possible eddies. The Kolmogorov length scale was calculated as lm ≈ (v3/E)1/4, where v is the coefficient of kinematic viscosity. In much of oceanographic literature this length is multiplied by 2π (Mann & Lazier 1991). Both of these length scales are compared in figure 17. The Kolmogorov length scale was highest in depth of 1-2 m and lowest in depth of 22-23 m not depending on which one of the scales were used (Fig. 17). Luottamuksellinen Sivu 11 2/7/2008 Kolmogorov length scale lm (m) 0.000 0.010 0.030 0.040 0.050 0.005 1-2 m Depth layer 0.020 0.031 0.003 8-9 m 0.020 lm lm*2pi 0.002 22-23 m 0.014 0.002 33-34 m 0.015 Fig. 17. Averages of approximated Kolmogorov length scale with and without the 2π-coefficient 22.7.1997 03:00-10:30 in different depth layers. The Kolmogorov time scale, calculated tm = (v/E)1/2, was highest (142 s) in 1-2 m depth and lowest (6 s) in 22-23 m depth (Fig. 18). The Kolmogorov velocity scale, vm = (vE)1/4, was 0.0005-0.0007 m s-1 in each depth layer (Fig. 19). Kolmogorov time scale tm (s) 0 30 Depth layer 1-2 m 33-34 m 90 120 150 142.1 8-9 m 22-23 m 60 19.7 5.9 9.8 Fig. 18. Averages of approximated Kolmogorov time scale 22.7.1997 03:00-10:30 in different depth layers. Luottamuksellinen Sivu 12 2/7/2008 -1 Kolmogorov velocity scale vm (m s ) 0.000 Depth layer 1-2 m 8-9 m 22-23 m 33-34 m 0.001 0.002 0.003 0.004 0.005 0.0006 0.0006 0.0005 0.0007 Fig. 19. Averages of approximated Kolmogorov velocity scale 22.7.1997 03:00-10:30 in different depth layers. Literature Mann K.H. & Lazier J.R.N. 1991. Dynamics of marine ecosystems. Biological-physical interactions in the oceans. Blackwell Science, Inc., Cambridge, 432 p. Turner J.S. 1973. Buoyancy effects in fluids. Cambridge University Press, Cambridge, 367 p.