The Water-Following Performance of Various Lagrangian Surface Drifters Measured in a Dye Release Experiment

Rich Pawlowicz aDepartment of Earth, Ocean, and Atmospheric Sciences, The University of British Columbia, Vancouver, British Columbia, Canada

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Cédric Chavanne bInstitut des sciences de la mer de Rimouski, Université du Québec à Rimouski, Rimouski, Québec, Canada

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Dany Dumont bInstitut des sciences de la mer de Rimouski, Université du Québec à Rimouski, Rimouski, Québec, Canada

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Abstract

Many different surface drifter designs have been developed recently to track near-surface ocean currents, but the degree to which these drifters slip through the water because of mechanisms associated with the wind is poorly known. In the 2020 Tracer Release Experiment (TReX), 19 drifters of eight different designs, both commercially available and home-built, were simultaneously released with a patch of rhodamine dye. The dye rapidly spread vertically through the mixed layer but also more slowly dispersed horizontally. Although winds were light, drifters moved downwind from the dye patch at speeds of 3–17 cm s−1 (0.6%–4% of wind speed) depending on the design type. Measurements were made of wind and ocean conditions, and these were incorporated into a boundary layer model at the air–sea interface to estimate complete velocity profiles above and below the surface. Then, a steady-state drag model is used with these profiles to successfully predict drifter slip. Drogued drifters (those with a subsurface drag element) can be affected by Eulerian shear in the upper 0.5 m of the water column, as well as the Stokes drift, but undrogued drifters are in addition greatly affected by direct wind drag, and possibly by resonant interactions with waves. The dye, cycling vertically in the mixed layer, is largely unaffected by all of these factors; therefore, even “perfect” surface drifters do not move with a mixed layer tracer.

Significance Statement

Surface drifters are used by oceanographers to measure ocean surface currents. However, different designs also slip downwind through the water at rates that are poorly known but are typically around a few percent of the wind speed. In 2020 we simultaneously deployed drifters of eight different designs along with rhodamine dye in a field experiment to see how well the different designs track the water. Here we independently and successfully model drifter slippage for the different designs. Slip factors are then estimated for a range of wind and ocean conditions.

© 2024 American Meteorological Society. This published article is licensed under the terms of the default AMS reuse license. For information regarding reuse of this content and general copyright information, consult the AMS Copyright Policy (www.ametsoc.org/PUBSReuseLicenses).

Corresponding author: Rich Pawlowicz, rpawlowicz@eoas.ubc.ca

Abstract

Many different surface drifter designs have been developed recently to track near-surface ocean currents, but the degree to which these drifters slip through the water because of mechanisms associated with the wind is poorly known. In the 2020 Tracer Release Experiment (TReX), 19 drifters of eight different designs, both commercially available and home-built, were simultaneously released with a patch of rhodamine dye. The dye rapidly spread vertically through the mixed layer but also more slowly dispersed horizontally. Although winds were light, drifters moved downwind from the dye patch at speeds of 3–17 cm s−1 (0.6%–4% of wind speed) depending on the design type. Measurements were made of wind and ocean conditions, and these were incorporated into a boundary layer model at the air–sea interface to estimate complete velocity profiles above and below the surface. Then, a steady-state drag model is used with these profiles to successfully predict drifter slip. Drogued drifters (those with a subsurface drag element) can be affected by Eulerian shear in the upper 0.5 m of the water column, as well as the Stokes drift, but undrogued drifters are in addition greatly affected by direct wind drag, and possibly by resonant interactions with waves. The dye, cycling vertically in the mixed layer, is largely unaffected by all of these factors; therefore, even “perfect” surface drifters do not move with a mixed layer tracer.

Significance Statement

Surface drifters are used by oceanographers to measure ocean surface currents. However, different designs also slip downwind through the water at rates that are poorly known but are typically around a few percent of the wind speed. In 2020 we simultaneously deployed drifters of eight different designs along with rhodamine dye in a field experiment to see how well the different designs track the water. Here we independently and successfully model drifter slippage for the different designs. Slip factors are then estimated for a range of wind and ocean conditions.

© 2024 American Meteorological Society. This published article is licensed under the terms of the default AMS reuse license. For information regarding reuse of this content and general copyright information, consult the AMS Copyright Policy (www.ametsoc.org/PUBSReuseLicenses).

Corresponding author: Rich Pawlowicz, rpawlowicz@eoas.ubc.ca

1. Introduction

Lagrangian measurement of ocean surface currents using drifters has a long history (LaCasce 2008; Lumpkin et al. 2017). In recent years a large number of drifter designs have been developed for various purposes. In particular, efforts have been made to develop physically small designs facilitating the deployment of large numbers of units, either in simultaneous releases or for sustained programs over longer periods (Novelli et al. 2017; Pawlowicz et al. 2019; Page et al. 2019; Meyerjürgens et al. 2019; van Sebille et al. 2021) or simply because they can be easily and cheaply constructed (Abascal et al. 2009; Choi et al. 2020; Tamtare et al. 2021). However, there is always a degree of “slip” (also called leeway) between a floating object and the water surrounding it, ultimately due to the wind. Drifter motions therefore do not solely reflect ocean currents, but the slip of many of these designs is unknown or is known only poorly. Not only does this affect the proper analysis of ocean research datasets, but this bias can also lead to difficulties in tracking oil spills and other floating debris using these drifters (De Dominicis et al. 2016; Laxague et al. 2018).

Potential mechanisms contributing to slip have long been qualitatively known (e.g., Geyer 1989) to include wind drag and wave effects. A direct drag from surface winds can occur since parts of the drifter often extend into the air above the water’s surface. Then, just below the surface there may be an Eulerian shear in the water column boundary layer, induced by wind drag, even within an apparent mixed layer in which scalar properties are homogenized. Near-surface water parcels are also subject to a Lagrangian shear, due to the additional effects of Stokes drift (van den Bremer and Breivik 2018) arising from surface waves. Other, more complicated and possibly resonant interactions between a buoyant drifter body and waves of particular frequencies can also lead to anomalous downwind motions in some circumstances (e.g., Novelli et al. 2017).

Many attempts have then been made to quantitatively measure slip for different drifter designs. Slip of the widely used Surface Velocity Program (SVP) and Coastal Dynamics Experiment (CODE) drifters has been well studied using both direct measurements of ambient currents from sensors attached to the drifter and from statistical analyses (e.g., Niiler et al. 1995; Poulain et al. 2009; Poulain and Gerin 2019). The new Consortium for Advanced Research on Transport of Hydrocarbon in the Environment (CARTHE) design has been comprehensively studied in wave tanks and in the field (Novelli et al. 2017). These studies report slips of about O(0.1–0.5)% of the wind speed. Although other designs are less well characterized, attempts to improve operational prediction models of the ocean (e.g., for search and rescue or oil spill management), along with interest in upper-ocean processes, have motivated a number of intercomparisons to obtain slip factors. For example, Röhrs et al. (2012) compare tracks of two drifter designs with ocean observations of wind, currents, and waves, and Blanken et al. (2021) perform a similar comparison for four drifter designs, but only using significant wave height and period information for waves. Sutherland et al. (2020) compare tracks from six drifter designs with pseudodrifter tracks in two different numerical ocean prediction models, with and without a Stokes drift component. Several unique drifter designs have had their motions compared with surface currents directly measured using high-frequency (HF) radar techniques so as to improve drift predictions (Abascal et al. 2009; van der Mheen et al. 2020) or for studies of near-surface currents (Morey et al. 2018). Typically, somewhat larger slips of 1%–3% of wind speed are found for “surface” drifters, and the addition of Stokes drift parameterizations improves comparisons. However, as there are many adjustable parameters of uncertain magnitude in these comparisons, the degree to which different physical mechanisms contribute to this slip is still under debate.

In 2020, the Tracer Release Experiment (TReX) was designed and carried out in the lower estuary of the St. Lawrence River in eastern Canada to investigate dispersion processes over a variety of length scales. In contrast to earlier field studies of drifter leeway, which generally involved a small number of drifter designs, here satellite-tracked drifters of eight different designs (including both commercially available and more crudely constructed “home-built” models that have nevertheless been widely used) were simultaneously co-deployed. Some of these drifter designs are drogued (i.e., they are designed with a subsurface drag element) whereas others are undrogued, in an attempt to better measure the surface currents, or the drift of objects on the surface. Another novelty was the additional deployment of rhodamine dye to act as a true water-mass tracer, for comparison with the drifter motions. The dye patch was monitored for many hours using aerial drones as well as satellite remote sensing and hydrographic profiling from several small vessels. Ancillary observations were made of full surface wave spectra, winds, and water column currents.

Taking advantage of this experimental design, here we evaluate and compare the performance of these different drifters under the particular set of wind/wave/stratification conditions that occurred and discuss the degree to which drifters both respond to the wind and act as water-mass tracers. We then develop a quasi-analytical model for drifter slip, independent of any drifter observations, which is successful at matching our observations. This model is specifically focused on details of the air–sea boundary layer rather than being adapted from, for example, a numerical general circulation model. Use of this model allows us to quantitatively separate out the different factors that are important in determining slip. As our model does not involve empirical fitting to drifter observations, we then generalize predictions of performance to a range of typical open-ocean conditions.

2. Methods

From 1145 to 1203 11 September 2020 (all times are UTC), 56 L of 20% rhodamine-WT mixed with water from the ship’s freshwater supply to a total volume of 680 L were released into the lower St. Lawrence estuary about 13 km offshore. Dye was released along a north–south line ∼1 km long from the stern of the Research Vessel (R/V) Coriolis II, using a gravity-fed system from a tank 1.7 m above water level (Fig. 1a).

Fig. 1.
Fig. 1.

(a) Dye deployment at 1156 UTC looking north from the stern of the R/V Coriolis II. UBC-ESD and SCT drifters can be seen to the left of the buoyed hose. (b) Dye patch looking south from an altitude of 112 m at ∼1353 UTC. In the foreground is the 8.2-m-long F.J. Saucier, and in the middle of the patch is the 6-m-long Mordax. The photograph in (a) was taken by C. Chavanne; that in (b) was taken by E. Dumas-Lefebvre.

Citation: Journal of Atmospheric and Oceanic Technology 41, 1; 10.1175/JTECH-D-23-0073.1

The dyed mixture had an estimated density of 1016 kg m−3, somewhat lower than surface seawater density of 1021.3 kg m−3, and initially the dye did float near the surface but was soon mixed throughout a surface mixed layer. At the same time, 19 drifters, 2 or 3 each of eight different designs (Table 1), were released as “drifter lines” along the dye line.

Table 1.

Drifter types in TReX. Freeboards (i.e., height above waterline) were calculated from given geometry and vendor specifications or were estimated visually. Drawings or photographs of the different drifters can be found in the references.

Table 1.

The dye was then surveyed in several ways over the rest of the day. First, the Coriolis II was used as a launch platform for DJI Mavic 2 Pro unoccupied aerial vehicles (UAV). Complete aerial photographic UAV surveys, each requiring 5–8 min, were carried out at 1201, 1337, and 1541 (Fig. 1b), and downward-looking images were georectified and combined into orthomosaics (Fig. 2a). Second, the dye patch was also observed in its entirety at 1539 with 10-m horizontal resolution by an overpass of the satellite-based Sentinel-2 multispectral optical imager. The dye was particularly apparent in band 3 (green) for this instrument.

Fig. 2.
Fig. 2.

(a) Dye patches at 1201, 1337 (both from UAV mosaics with the red band only shown in grayscale), and 1539 (from Sentinel-2 image Band 3) UTC. Note that all three survey vessels (the R/V Coriolis II as well as the smaller F.J. Saucier and Mordax) are visible in the satellite image at their corresponding GPS-tracked locations. Also shown are the drifter locations at (b) 1201, (c) 1337, and (d) 1541, plotted with the corresponding dye patch. Locations of drifters of the same design are joined with a line to guide the eye. The “Drift” lines show cumulative integrals of water column velocities at different depths taken from ADCP measurements in the patch, with integrations starting from the location of the center of the dye line at 1201. Squares show the location of the estimated displacement for each indicated depth at the time of each subplot. Wind arrows in (c) and (d) show mean winds at PMZA-RIKI between 1200 UTC and the image times [the location of this buoy is shown in the inset map in (c), relative to the outlined study area].

Citation: Journal of Atmospheric and Oceanic Technology 41, 1; 10.1175/JTECH-D-23-0073.1

Additional surveying of the dye patch for the whole period was also carried out by two smaller vessels, one of which had a flow-through system to monitor rhodamine in the surface water as well as a Teledyne-RDI Sentinel V50 acoustic Doppler current profiler (ADCP) mounted in a towed body, and both of which had profiling conductivity–temperature–depth (CTD) probes with Turner Designs Cyclops-7F fluorometers designed for rhodamine detection.

A freely floating wave-measuring buoy (SOFAR Spotter) was deployed beside the patch from 1206 to 1508 to measure surface wave spectra at 30-min intervals, and a Sentinel V100 ADCP deployed on a separate drifting platform for the same period to measure water column currents to greater depths but with less resolution than the towed body system. Surface winds at a height of 3.5 m and other weather conditions were observed 25 km away to the northeast at the PMZA-RIKI Viking buoy (48° 40′N, 68° 35′W; Fig. 2c inset).

Surveying continued through the day, until around 1730 when the rhodamine dye could no longer be observed. Although rhodamine does degrade in sunlight (Tai and Rathbun 1988), these rates are small enough that little sunlight-related loss can be expected over a few hours, and it is more likely that the dye was lost because it subducted under an ∼5-m layer of lighter water to the north. Here we concentrate on observations over the period of 1201–1541.

3. Results

a. Direct observations

After the dye was released, it drifted southwest until about 1400 and then northwest, at speeds of about 30 cm s−1, slowly and unevenly spreading out in both the east–west and north–south directions (Fig. 2a). However, the patch still retained its general linear shape and north–south orientation throughout the experiment, suggesting that, while dispersion by small-scale turbulent processes occurred, there was no significant large-scale horizontal vorticity or shear. Optical imaging matched direct measurements of dye in the upper 1 m using a shipborne flow-through system (not shown here) and comparisons between red intensity in UAV images and vertical dye concentration profiles (also not shown) suggests our images are showing average dye concentration in the upper 3 m.

The drifters deployed with the dye also followed the same general path (Figs. 2b–d), moving southwest and then northwest, but appeared somewhat east of the dye patch soon after their initial deployment, with offsets (slips) that grew with time and were clearly different for different drifter designs. After nearly 4 h, these offsets were between 350 m and 2.2 km. During this time, winds measured at PMZA-RIKI averaged about 3.8 m s−1 roughly to the east-northeast. The drifter offsets were therefore about 30° to the right of directly downwind, although with some uncertainty because the wind measurement was about 25 km away.

1) Dye motion

First we evaluate the degree to which the dye patch itself acted as a useful water tracer. The water column containing the dye had a depth of about 35 m for the first 2.5 h of the experiment, increasing toward its end as the patch was advected northward into a deeper channel. Hydrographic profiling shows that this water column was approximately linearly stratified down to the bottom or about 40 m (whichever was shallower), but with a noticeable mixed layer of uniform density in the upper 4 m until about 1600, after which the mixed layer deepened to about 7 m (Fig. 3a). The dye was “lost” to sight soon after.

Fig. 3.
Fig. 3.

Profiles of (a) density and (b) rhodamine concentrations within the dye patch during this study, labeled with their times. Solid and dashed curves are used to indicate profiles from the two different small boats.

Citation: Journal of Atmospheric and Oceanic Technology 41, 1; 10.1175/JTECH-D-23-0073.1

Although the dye quickly filled this upper mixed layer, profiles before 1430 often showed increased concentration at the base of the layer (Fig. 3b). This could have occurred because the dyed fluid was slightly greater in density than the mixed layer so that it eventually concentrated at the base of the layer (despite our calculations), or it may reflect the presence of downwelling convergences (e.g., from Langmuir circulation) that could potentially trap the small boats used to obtain profiles. Notwithstanding the specific mechanisms at work, the dyed layer occupies the apparent mixed layer within the upper 4 m and can be seen as deep as 7 m in some profiles before 1600.

Next, we examine the water column velocity field using downward-looking ADCP measurements made from a towed body that repeatedly crossed the dye patch (Fig. 4; these measurements are virtually identical to those obtained from the drifting ADCP but extend in time past 1508). Zonal velocities are westward with little shear in the upper 10 m, although currents are less westward below that. Northward velocities however are sheared in the upper 5 m. In the upper part of the water column there is also a slowly changing mean meridional flow over the time of the study, at first southward and then northward, which matches the dye and drifter motions.

Fig. 4.
Fig. 4.

Water column velocities in the (a) eastward and (b) northward directions, as measured by an ADCP repeatedly towed across the dye patch. Overplotted magenta lines show actual velocity profiles at the times marked by vertical black bars.

Citation: Journal of Atmospheric and Oceanic Technology 41, 1; 10.1175/JTECH-D-23-0073.1

More quantitatively, if we time-integrate the measured velocities from the ADCP dataset to estimate the cumulative motions of the water column at different depths, we see that the dye locations at 1337 and 1541 very closely match the calculated cumulative drift at depths of less than 4 m to these same times (Figs. 2c,d). At greater depths, the cumulative motions end up north and east of the dye patch. This is especially true at 12–17 m, the nominal drogued depth of our SVP iridium (iSVP) drifters, which in consequence are not expected to follow the patch (note, however, that they do not follow the cumulative drift at 12–17 m either but lie between this cumulative drift location and the dye patch).

Any bias in the ADCP-derived velocities, in either magnitude or direction, will result in an offset in our time-integrated cumulative motions. Perfect agreement is therefore unlikely; however, the close match strongly suggests that the dye does in fact track the surface water, and that over the upper ∼4 m within the mixed layer the water column remains relatively unsheared, at least in comparison with the amount of turbulent horizontal spreading that occurs. Below this depth the shear is large enough [i.e., changes of O(10 cm s−1) over a few meters] to cause measurable changes in drift, although mostly in the north–south direction.

The basic conclusion is that, to a first approximation, the upper 4 m of the water column acts as a single slab, with dye spreading within that slab. Dye is also being mixed down another meter or so into the stratified region below, but within this stratified region a measurable northward shear is occurring. However, in principle, all drifter designs other than the deeply drogued iSVPs are within the slab and so we can usefully intercompare drifter motions with dye motions for all designs except the iSVP.

Although the specific small-scale mechanisms of the dye spread are of interest here we merely estimate a horizontal eddy viscosity νH from the spreading rate in the zonal (i.e., x) direction, obtained from the UAV surveys of the rhodamine patch. Starting with c as the rhodamine concentration in a particular survey (taken to be proportional to the intensity of the red channel in the UAV imagery after removing the sun glitter), at a time interval Δt after the initial deployment, the east–west variance σx2 is first estimated from the various moments Mx,i of the east–west rhodamine concentration:
σx2=Mx,2Mx,0Mx,12Mx,02,
with
Mx,i=xic(x,y)dx.
This is averaged over the north–south extent of the dye streak, and an estimate of the eddy viscosity νH for that survey is then found by solving
σx2=2νHΔt.
The median value over all surveys is νH = 0.4 m2 s−1.

As a check on our conclusions, note that the size of the patch has grown to be about 300 m wide and 1500 m long at 1541, and with a depth of 5 m this volume would result in a dilution of the volume of rhodamine initially added to a mean concentration of about 5 ppb. This is similar to measured concentrations in profiles at that time (Fig. 3b) suggesting that all rhodamine has been accounted for.

A horizontal spread of ±150 m over the period of the experiment is equivalent to speeds of about ±1 cm s−1, which then provides a lower bound estimate of the scale of uncertainty in drifter-derived speeds as representatives of the mean flow.

2) Wind and surface waves

Measured surface winds at a height of 3.5 m during this period were not strong, between 2.8 and 4.7 m s−1 (mean 3.8 m s−1) approximately from the west-southwest (Figs. 2c,d). Air and sea surface temperatures differed by less than 0.5°C so that the stability was essentially neutral.

Observed 30-min-average omnidirectional surface wave spectra S(f) as a function of frequency f for the experiment show two prominent peaks (Fig. 5a). Using standard methods (Herbers et al. 2012) for determining the frequency-dependent direction of a single spectral component θ(f) from the various cross-spectra, the lower frequency peak at about 0.2 Hz is found to be associated with waves with a significant wave height of about 0.12 m propagating from the east-northeast (i.e., the more open Gulf of St. Lawrence). A second peak with frequency 0.47 Hz is associated with waves propagating from the west-southwest in a downwind direction, with a significant wave height of 0.20 m (Fig. 5b). The total significant wave height Hs ≈ 0.23 m.

Fig. 5.
Fig. 5.

(a) Omnidirectional 30-min-average wave spectra S(f) measured during the dye study. The dashed line shows the theoretical Phillips spectrum modeling spectral energy at frequencies above the peak. (b) The direction of dominant wave energy θ(f) for each frequency, with line colors matching those of the spectra in (a). In addition, symbols show the peak wave frequency and direction for a fully developed wind sea using fPM = 0.13g/U10 (Holthuijsen 2007), with wave direction taken as the direction of winds, every 30 mins from 1200 to 1530 UTC.

Citation: Journal of Atmospheric and Oceanic Technology 41, 1; 10.1175/JTECH-D-23-0073.1

Although the peak frequency of this second peak is somewhat higher than expected for a fully developed wind sea at the observed wind speed (which would be predicted to be ∼0.3 Hz), the high-frequency portion of this higher-frequency peak is roughly aligned with the limiting behavior of Phillip’s saturated wind sea for frequencies f > fp, where fp is the frequency of the spectral peak:
S(f)αPMg2(2π)4f5,f>fp,
where αPM = 0.0081 is the universal Pierson-Moskowitz constant and g is the gravitational constant (Holthuijsen 2007). Note that at this stage we are making no claims about the actual spectral form of a wind-driven sea [i.e., whether the rolloff really has an f−4 dependence as suggested by Phillips (1985) or f−5 dependence as in Eq. (4)], merely demonstrating that higher-frequency peak is related to the local wind, even though the sea is not fully developed. The lower-frequency peak on the other hand represents an incoming swell unrelated to local winds. Unfortunately, from a single point measurement it is not possible to get any more quantitative data about the directional spectrum (e.g., the directional spread of energy about the main direction for each peak).

3) Drifter slip

To summarize the drifter observations within the mixed layer (i.e., other than for the iSVPs), we plot them as eastward offsets from the center of the dye patch (Fig. 6). We focus on eastward rather than total offsets because the mean longitude of the patch is more easily determined than mean latitude, ADCP velocities suggest a slight degree of northward shear that we wish to avoid in later analysis, and, in any case, slips are nearly eastward (Fig. 2). We find that the iSphere drifters end up more than 2 km downwind after nearly 4 h, whereas the CODE and CARTHE drifters, as well as the home-built University of British Columbia expendable surface drifters (UBC-ESDs), are 350–500 m downwind. The disk-like XeosTechnologies, Inc., Oil Spill Kit Emergency Response (OSKER) drifters and home-built Institut des Science de la Mer de Rimouski (ISMER) designs with a very similar size and shape both end up about 1500 m downwind, whereas the Surface Circulation Tracker (SCT) drifters that have a disk-like surface float but also a small drogue are about 750 m downwind. These represent slip speeds of 2.6–17 cm s−1 relative to the dye, significantly faster than apparent motions from horizontal turbulence [found in section 3a(1) to be about ±1 cm s−1].

Fig. 6.
Fig. 6.

Mean eastward drifter motions relative to the dye patch. Error bars associated with drifter displacements, which have all been calculated at 1337 and 1541, represent the range of observed speeds and have been slightly shifted vertically to avoid overlaps between different designs.

Citation: Journal of Atmospheric and Oceanic Technology 41, 1; 10.1175/JTECH-D-23-0073.1

Taking cumulative integrals of the wind at a standard height of 10 m, U10 [calculation of which is described in section 3b(1)], a first crude estimate of these displacements is that they represent design-dependent drifts of 0.6%–4% of wind speed.

In addition to moving downwind, the drifters start to deviate from their initial north–south alignment with the dye line, with zonal separation distances between units of the same design that grow to a few hundred meters. However, these separation distances are similar to the zonal spread of the dye over the same time, and probably reflect dispersion by the same small-scale horizontal turbulent processes.

b. Theoretical calculations

Although our ancillary observations provide information on the coupled air–sea boundary layer, the drifters themselves are located several meters below the lowest direct wind measurement and several meters above the highest direct water-column velocity measurements. To understand the drifter motions, we must therefore interpolate between these measurements using a suitable, and ideally a simple, boundary layer theory to estimate air and water velocities at the vertical position of the drifters themselves.

The fully three-dimensional current field of the ocean surface boundary layer is first separated into a horizontally averaged mean vertical profile, and an additional part due to unresolved processes (both turbulence and wave orbital velocities). The turbulent processes act to disperse dye. Over a horizontal scale of 1 km, a parameterization by Okubo (1971) suggests that these processes can be described, within a factor of 3, by an effective oceanic horizontal eddy diffusivity of about 0.6 m2 s−1, which matches our observations. In the vertical, turbulent processes disperse dye over time scales significantly shorter than the length of our experiment.

The mean horizontal velocity profile u(z) over the vertical range −4 < z < 10 m (with z positive upward, and z = 0 at the air-water interface) is composed of an Eulerian mean uE(z), continuous in z, arising from turbulent shear, as well as a Lagrangian correction uS(z) in the water only (Csanady 1984; i.e., nonzero only for z ≤ 0), arising from the wave orbital velocities (the Stokes drift):
u(z)=uE(z)+uS(z).
An upper boundary condition is the observed wind u(3.5 m). It is simplest to proceed mathematically as if z = 0 is horizontal; however, we shall interpret our results as if the coordinate system is tied to the actual surface level in the presence of a wave field (e.g., to consider structure a few centimeters from the surface in a wave field with very much larger wave heights). Samelson (2022) demonstrates that this is theoretically valid under certain conditions. In addition, note that, although u, uE, and so on are actually vector quantities, since drifts, winds, and waves are all approximately in the same direction here we will eventually simplify to a scalar quantity with positive and negative signs implying downwind and upwind directions.
For the lower boundary, eventually we are interested in differences relative to the dye patch speed uML, which because of vertical cycling of water parcels in the mixed layer is the average speed over the upper 4 m of the water column; that is, uML=u(4m)¯, where
u(z)¯=1z0zu(z)dz.
This dye patch speed must be accounted for when comparing our observed slips, which are relative to the dye (Fig. 6), against predictions made below, which are relative to Eulerian speeds at the base of the mixed layer.

1) Eulerian mean boundary layer

A number of researchers have investigated the flow structure at the air–sea interface (e.g., Madsen 1977; Lewis and Belcher 2004; Rascle et al. 2006; Samelson 2022, and others), although mostly in the context of developing an appropriate theory for the entire planetary boundary layer, including Coriolis effects. Although informative, a significant drawback of these theories is that their “spinup” occurs over inertial time scales, which are far longer than the time scale of our observations. They also provide information about the spiraling of velocities over the whole boundary layer, and investigate the angle between winds and surface velocities, which is generally rightward (Northern Hemisphere) but at angle that is somewhat sensitive to the details of the boundary layer and its time history.

Another more subtle problem with these earlier studies is that the surface velocity uE(0) is often specified as an input parameter (e.g., as a fixed percentage of wind speed at a standard height; Lewis and Belcher 2004; Samelson 2022) and used to set other boundary layer parameters, rather than obtained as a model output. Since we are concerned here with determining the surface velocity as an output to compare with drifter observations, that approach leads to circular arguments.

Instead, we shall develop a simpler model that is entirely independent of drifter observations. A critical simplification we make is to ignore the small angle between measured winds and drifter slip vectors, treating them both as “downwind” [i.e., taking cos(30°) ≈ 1]. Shorter-term modeling of a shear-driven atmospheric boundary layer near the surface, embedded within the planetary layer, over vertical scales small enough that no significant spiraling occurs, is well developed using Monin-Obukhov similarity theory (Csanady 2001). Here we shall adapt and extend that theory for additional use within the oceanic mixed layer to estimate mean velocities at the depths of our drifters.

A basic assumption in this approach is that the turbulent shear stress τ = ρνuE/∂z, related to the velocity shear with a vertical eddy viscosity ν and density ρ, is assumed to be approximately constant in magnitude and direction over the depth/height range in question (here −4 < z < 10 m). Although when seas are not fully developed the stress in the water is less than that in air (as some of the energy is being used to increase wave magnitudes), for our conditions of fetch and wave age the fraction of stress used for growing the surface waves is only a few percent (Donelan 1979; Mitsuyasu 1985) and this loss is therefore neglected. Air (density ρa ≈ 1.2 kg m−3) is present for z > 0 and water (density ρw ≈ 1021 kg m−3) is present for z < 0. Considering variations only in the shear direction, useful parameters are then the airside and waterside friction velocities, ua*=|τ|/ρa and uw*=|τ|/ρw, respectively. We also assume that the mean Eulerian velocity profile uE(z) is continuous across the air–water interface, with a surface speed at the interface of u0 = uE(0).

Within the atmospheric boundary layer, the turbulent eddy viscosity ν is modeled as linearly increasing away from the boundary
ν=κua*(|z|+za0),z>0,
where the added constant za0 is necessary to allow u0 to be specified as a finite value and κ ≈ 0.4 is von Kármán’s constant.
Analogously (although with less supporting evidence), on the water side the eddy viscosity is also modeled as linearly increasing away from the boundary (Csanady 1984; Terray et al. 1999; Lewis and Belcher 2004; van der Mheen et al. 2020):
ν=κuw*(|z|+zw0),z<0.
Because wind speeds were relatively low with only sparse whitecapping (see Fig. 1), no explicit modeling is done for microscale wave breaking and skin friction effects, although these may occur in the upper few centimeters (Sutherland and Melville 2015) at higher wind speeds.
The constants za0 and zw0 are so-called roughness lengths for the air and water sides, respectively, and are not equal. There are many competing parameterizations for the air-side roughness length za0. Here we follow Rascle et al. (2006) in using a parameterization proposed by Donelan (1998) that depends on the significant wave height Hs as well as the wave age cp/U10, where cp = g/(2πfp) is the phase speed at the peak frequency of the wave spectrum fp and U10 = u(10 m):
za0=Hs×1.67×104×(U10/cp)2.6,
or about 7 × 10−5 m here.
On the water side, gradients in the Eulerian velocity are much weaker and hence the roughness length is much larger; Stacey (1999) and Terray et al. (1999) suggest that
zw0=Hs,
with an uncertainty of about 50%, on the basis of subsurface dissipation measurements. Since we are assuming that local wind is the source of turbulence in the boundary layer, the numerical value of Hs is determined here by integrating over only the wind-wave part of the wave spectrum, neglecting the swell component.
The Eulerian boundary layer then has a vertical structure defined by
uE(z)={u0+ua*κlog(z+za0za0),z0u0uw*κlog(z+zw0zw0),z0.
These equations describe a nonlinear relationship with unknown constants u0 and |τ|, which can be solved for by iteration, once values for uE(3.5 m) = |u(3.5 m) − u(−4 m)| = 4.0 m s−1, uE(−4 m) = 0, Hs = 0.20 m, and fp = 0.47 Hz are specified from our observations. Then, the entire boundary layer structure can be described. In particular, averages uE(z)¯ over parts of either the water column or the air are
uE(z)¯=1z0zuE(z)dz
and U10 (or speed at any height z) can be found from Eq. (11).

Gradients on the water side are small but not negligible (Figs. 7a,c), as they result in shears of the same order as the Stokes drift terms considered below. The surface speed is 3.8 cm s−1 greater than uE (−4 m), or 2.8 cm s−1 greater than the mean over the slab uE(4m)¯ (Fig. 7c).

Fig. 7.
Fig. 7.

The (a) coupled surface boundary layer velocity profile, (b) air side only, and (c) water side only.

Citation: Journal of Atmospheric and Oceanic Technology 41, 1; 10.1175/JTECH-D-23-0073.1

In contrast, the mean velocity structure shows large gradients on the air side close to the water surface (Figs. 7a,b). U10 is only about 10% larger than u(3.5 m). However, winds at 10 cm above the surface are still 60% as large as U10, and even at 1 cm above the surface are 40% as large (Fig. 7b). There is then a very strong gradient in winds in the lower centimeter of the atmosphere, since the surface speed relative to the slab is 2.8 cm s−1 (i.e., only about 0.6% of U10). Such extreme gradients are a consequence of the very small roughness length za0. Shear is much more broadly distributed through the mixed layer below the surface because zw0za0.

The results just described are numerically robust. Changes to the roughness length parameterizations within a range of acceptable uncertainties (or use of other parameterizations, e.g., the “Charnock” roughness length parameterization; Csanady 2001) causes changes of only up to about 15% in u0; such changes are almost unnoticeable in Fig. 7. Even tripling the wind speed increases u0 by less than a factor of 2.

A log-layer structure is also found to be embedded in full models of the ocean/atmosphere coupled boundary layer (Madsen 1977; Lewis and Belcher 2004), as long as eddy viscosities increase linearly away from the ocean surface and distances from the surface are less than scale distances. The vertical scale depths of the Ekman boundary layers in the air and water are κua*/f580m and κuw*/f20m, respectively, where f′ ≈ 10−4 s−1 is the Coriolis parameter, and we are well within those limits so that the logarithmic form of the velocity profile should be reasonably accurate.

However, this does not necessarily mean that the Coriolis force can be completely neglected in the water. Our water side friction velocity uw* implies τ = 0.026 kg m−1 s−2 during our experiment. Drifter speeds ud in the upper H = 1 m are 3–14 cm s−1 relative to the mixed layer, suggesting rightward Coriolis stresses on the water (if drifters move with the water) are ρwHfud ≈ 0.003–0.014 kg m−1 s−2, which would imply a net stress 7°–30° to the right of the near-surface wind, presumably leading to motions in the same direction. However, these angles remain small enough that it is reasonable to neglect them as a first approximation.

2) Lagrangian correction (Stokes drift)

Although the analysis in the last section is meant to model a turbulent boundary layer, which gives rise to nonzero Eulerian shear, particles in the ocean that are subject to finite displacements associated with wave orbital velocity fields arising from surface waves are also subject to an additional Lagrangian motion, called the Stokes drift. The two-dimensional (2D) vector Stokes drift uS(z), z ≤ 0, in a directional sea in deep water can be estimated from the 2D wave energy spectrum S(f, θ) using (Webb and Fox-Kemper 2015)
uS(z)=16π3g0ππ(cosθ,sinθ)f3S(f,θ)exp(8π2f2gz)dθdf,
where θ represents angles measured counterclockwise from east and f and g are respectively the wave frequency and gravitational constant as before.

However, practical application of this formula involves a number of problematic factors. The first is that, although nondirectional wave spectra (and the dominant wave directions) are known here (Fig. 5), the directional spread of wave energy is not well characterized. The second is that the Stokes drift, which is primarily affected by the highest-frequency waves due to the f3 weighting of the wave spectrum in Eq. (13), is strongly affected by assumptions about spectral levels at unmeasured frequencies above 0.8 Hz. In addition to actual wave processes at these unmeasured frequencies, a further difficulty is that the finite size of any drifting objects will begin to interact with wave effects at high frequencies (i.e., small wavelengths). A drifter 30 cm across would tend to filter out Stokes drift effects from surface waves with wavelengths of less than 30 cm, or deep-water wave frequencies higher than 2.3 Hz. On the other hand, these higher frequencies could still contribute a wave radiation pressure as they reflect from the drifter body, instead of a Stokes drift component.

A crude approximation to the actual Stokes drift is to ignore all of these issues by simply assuming that the wave field is monochromatic with a single-frequency fp characterizing the peak of the spectrum, and a significant wave height Hs. The wave field is also taken to be unidirectional with direction specified by a horizontal unit vector e^. Then,
uS(z)=e^π3Hs2fp3gexp(8π2fp2gz),
but, as we shall show below, this is inadequate for our analysis.
Instead, we return to Eq. (13). Examining the observed wave spectra clearly shows two spectral peaks associated with propagation in different directions (Fig. 5) and so, following suggestions of Webb and Fox-Kemper (2015), it is useful to decompose the 2D wave spectra S(f, θ)into a nondirectional part S(f) that is measured, and a directional part D(f, θ), with S(f, θ) = S(f)D(f, θ) and
S(f)=ππS(f,θ)dθ,
and then to partition the nondirectional spectrum S(f) into swell and wind sea components [Sswell(f) and Swind(f), the directions of which are given by unit vectors e^wind and e^swell, respectively], with S = Sswell + Swind. Here, frequencies from about 0.15 to 0.35 Hz arise from swell, and higher frequencies arise from the wind sea. Observed energy at frequencies below 0.15 Hz probably arises from instrument properties (i.e., is “noise”) and is ignored.
Then, the Stokes drift uS(z) = uswell + uwind can be separately estimated for each component from its corresponding spectrum and the components summed. The drift for each component can then be calculated according to
ui(z)=e^i16π3g0f3Si(f)HDHHexp(8π2f2gz)df
(Webb and Fox-Kemper 2015), where e^i is a unit vector in the direction determined from the spectral analysis for a particular spectral peak, HDHH is a function derived from D(f, θ) that accounts for the spread of spectral energy to the left and right of e^i, and i is either wind or swell.

A directional spread of wave energy reduces the total Stokes drift because the off-axis drift components of calculated drift will cancel if the spread is symmetric. After assuming a somewhat complicated and frequency-dependent canonical form for this spread, Webb and Fox-Kemper (2015) calculate a functional form for HDHH and find that it is generally somewhere between 0.8 and 0.9, although in practice one might expect values closer to 1 for a very unidirectional swell. However, in the absence of better information about the full 2D wave spectrum, we shall treat it as a constant ≈0.85, accepting that this gives rise to an uncertainty of O(5%) in the resulting Stokes drift estimates.

The second difficulty arises since, in principle, the integration in Eq. (16) is over all frequencies, but for practical calculations we only have measurements in a finite frequency band. At the lower limit of integration this is not critical because the f3 term in the integral significantly downweights the effect of those frequencies relative to higher frequencies. A practical upper limit of the integral will depend on depth due to the exponential term within the integral, whose argument is equivalent to 2kz, where k is the wavenumber of the surface wave whose frequency is f. However, as z → 0, the multiplication by f3 inside the integral term, if the high-frequency rolloff of the spectrum varies as f−5 (i.e., a “saturated” sea), implies that the integral will converge slowly at a rate of only f−1. If, instead, we assume that the rolloff varies as ∼f−4 (i.e., an “equilibrium” sea), the integral does not converge at all. This singular behavior only occurs right at the surface. For any z < 0 the exponential term will eventually reduce the magnitude of the integrand so that the integral converges. In addition, a depth-average Stokes drift from the surface to any z < 0
uS¯=1z0zuS(z)dz
will also converge.

To show the effect of these considerations, we calculate the magnitude of the Stokes drift for both swell and wind peaks (Fig. 8). For the wind peak, a monochromatic assumption [i.e., Eq. (14)] predicts a surface drift of 1.2 cm s−1. Integrating over the observed wind sea frequency band results in a somewhat larger surface drift prediction of about 1.8 cm s−1. However, integration after extrapolating beyond the observed frequency band with an f−5 dependence results in a surface Stokes drift of ∼4.5 cm s−1 (equivalent to 1% of U10). If instead we limit this integration to an upper frequency limit of 2.3 Hz (i.e., assuming that the finite drifter size removes any dependence on waves with frequencies above this limit) the surface Stokes drift is only about 3.5 cm s−1. The two integrations differ over the upper 2 cm of the water column. Clearly these higher-frequency components are critical to the behavior of undrogued drifters, and in practice the “surface Stokes drift” is an ill-defined concept at best.

Fig. 8.
Fig. 8.

Stokes drift profiles uS(z) for both wind and swell peaks, calculated from the measured wave spectra with (a) logarithmic and (b) linear y-axis scales. Also shown is the Stokes drift averaged over depth uS(z)¯, the calculated drift for the wind peak assuming a monochromatic wave, a calculation in which the integration ends at f = 0.8 Hz without any extrapolation to higher frequencies, and a calculation in which f−5 extrapolation is taken only to 2.3 Hz, with the higher frequencies assumed to have been “filtered out” by the finite size of a drifter. All curves are averages over all five of the 30-min wave spectra available in Fig. 5. The spread of estimates arising from the differences in wave spectra is of order ±5% of the means.

Citation: Journal of Atmospheric and Oceanic Technology 41, 1; 10.1175/JTECH-D-23-0073.1

Notwithstanding the sensitivity of the estimated surface Stokes drift to various assumptions, this drift rapidly decays with depth and is an order of magnitude smaller at a depth of only ∼0.55 m. Thus, the depth-averaged Stokes drift associated with wind waves is only about 1.4 cm s−1 averaged over the upper 0.5 m and 0.85 cm s−1 averaged over the upper 1 m. This decay is very much more rapid than the decay of Eulerian mean velocities discussed in section 3b(1). Over the upper 4 m the mean wind-wave drift is only 0.23 cm s−1. The swell peak, on the other hand, is associated with a west-southwest drift of only about 0.07 cm s−1at the surface, and hence is negligible in magnitude relative to the drift resulting from wind waves.

3) Calculated drifter slip

Empirically, the dye patch moves as a slab in the upper 4 m. Dye may move in this way without matching the motion of a drifter at the top of the slab because dyed water parcels cycle through the whole mixed layer, moving at a speed uML on average. Thus, although the Stokes drift will affect transport in the upper ∼0.4 m of the water column, individual dye parcels will be affected by Stokes drift for only a small fraction of the time. If the Stokes drift layer is 0.4 m thick within a 4-m-deep mixed layer, parcels vertically cycling through the mixed layer will only be affected by the Stokes drift for 0.4/4 ≈ 10% of the time, while our drifters, floating at the surface, will be affected by Stokes drift for the entire time. Thus an eastward offset of even “perfect” surface drifters moving at speed u(0) need not be matched by a corresponding offset in the dye seen near the surface.

Real drifters do not move at speed u(0), however, as they occupy a finite vertical component of the water column, and may also extend into the air. Due to the sheared velocity profile u(z) they are then subject to varying drag forces on different parts of their structure, which may cause them to move through the water at a speed ud. As a first approximation, we assume flow is quasi-planar in the horizontal and that the drifters are tall slender bodies, taking the horizontal force dF(z) on a differentially small vertical segment of a drifter of height dz at vertical location z to be
dF=12ρCdW(uud)|uud|dz,
where W(z) is the drifter’s horizontal extent (i.e., width) at that vertical position and Cd(z) is a drag coefficient appropriate to the horizontal cross-sectional shape (1 for a circular cross section and 2 for a square or flat plate cross section; Johnson 2016). Ambient fluid density is ρ (either 1.2 kg m−3 for air or 1021 kg m−3 for water), and u(z) is the boundary layer (plus Stokes drift) velocity profile on both sides of the interface calculated earlier (Figs. 7 and 8).
In a steady state, the net horizontal force, obtained by integrating vertically from the drogue or drifter base at zbottom to its top in air at ztop, should be zero
zbottomztopdF=0
and the general approach here is to assume each drifter design is made up of a float (partly above and partly below the water surface), plus a drogue below the surface at a known depth, with dimensions provided in Table 1 and other parameters as just described. Then Eqs. (18) and (19) are solved iteratively for ud (Fig. 9a). The most uncertain dimension in Table 1 is generally the freeboard, and so we also estimate the sensitivity to freeboard errors by calculating the drag after increasing and decreasing the freeboard by 1 cm (Fig. 9b).
Fig. 9.
Fig. 9.

Drag calculations from Eqs. (18) and (19): (a) Vertical profiles of downwind velocities in the water side boundary layer, as well as the predicted downwind drift ud of the different drifter designs. The extent of the vertical line for each drifter marker shows the depth range occupied by that design. Calculations are also made while neglecting air drag, and these values are shown at drogue midpoints zc. The upper scale shows speed in excess of uML as fraction of U10. (b) Calculated range of speeds for each design associated with increases and decreases of 1 cm in the freeboard for all designs. Mean observed speeds are shown, with an error bar representing ±2 standard deviations for the expected range of speeds (i.e., an ∼95% confidence interval), assuming a dispersion with νH = 0.4 m2 s−1.

Citation: Journal of Atmospheric and Oceanic Technology 41, 1; 10.1175/JTECH-D-23-0073.1

The calculated slip speeds uduML are consistent with measured values for most designs, especially considering the sensitivity to freeboard for the faster-moving drifters. The undrogued ISMER and OSKER drifters in particular have predicted slips that range over a factor of nearly 2 from small changes in freeboard. However, the undrogued iSphere has a measured slip that is far beyond any prediction for a reasonable range in static freeboard, although it does have the largest predicted slip. Neither measured nor predicted slips for the undrogued drifters are consistent with the motion of water parcels alone at any depth. Instead, the slip from direct wind drag alone is between 0.3% and 3% of wind speed, depending on freeboard.

The motion of the drogued drifters, on the other hand, is roughly consistent with the motion of water parcels near the surface, although the speed they measure is somewhat larger than the layer average speed uML of the mixed layer itself, and there is an additional component related to the Stokes drift. Their speeds, however, lie within the range of minimum to maximum water speeds.

Drag calculations can also be carried out for the underwater component alone (Fig. 9a), that is, ignoring drag in the air. The calculated drift speeds, plotted at the depth of the drogue centers zc, fall reasonably closely to u(zc) and only slightly within the concave curvature of u(z), suggesting that effects arising from the nonlinear nature of u(z) in this calculation are small. Thus, the major discrepancy between drifter and water column motions arises from direct wind drag on the portion of the drifter above the surface. However, even though the drogued drifters move at a speed of approximately u(zc), this speed is generally different from that of the mixed layer as a whole (uML).

c. Predictions

Although we have only a single set of ocean conditions for model comparison, the boundary layer structure, Stokes drift, and drag calculations just described can be carried out for any desired wind conditions and wave field and so we can simulate a range of ocean conditions. Although the results should be treated with some caution until verified by actual measurements in other conditions (in particular at higher wind conditions when wave-breaking is common), it is hoped that they at least provide some guidance about expected behaviors.

As a model for open-ocean conditions, consider a mixed layer of depth 50 m (far deeper than in our experiment, but chosen so that the iSVP would be drogued within it), with winds U10 ranging from 1 to 15 m s−1, and a fully developed wind-wave field described by the Pierson-Moskowitz spectrum, that is,
S(f)=αPMg2(2π)4f5exp[54(ffp)4]
with peak frequency fp = g/(7.69U10) (Holthuijsen 2007). As an example, this implies that significant wave heights for U10 = 15 m s−1 are 5.5 m with a period of 12 s. We include the iSVP in these predictions, even though we could not use our theory to match its observed drift, because it is a widely used drifter whose characteristics have been extensively investigated in the past, and the success of our theory in matching the drift of many other designs suggests it may usefully be applied to this one as well.

Carrying out our calculations under these conditions, we find that all of our predicted drifter speeds increase relatively steadily with wind speed (Fig. 10a). The shallow drogued drifters (CODE, CARTHE, UBC-ESD, and SCT) in particular appear to measure the surface speed (Eulerian plus Lagrangian) u(0) reasonably well, especially at higher wind speeds, while the deeply drogued iSVP approximately measures a speed mostly between uML and u0 [= uE(0)], that is, does not measure the Stokes drift. The undrogued drifters (OSKER, ISMER, and iSphere) on the other hand are always affected by wind drag and move somewhat faster than any water parcels. Because of the depth of the mixed layer, the mean mixed layer velocity is generally only slightly larger than the speed at its base (about 0.3% of wind speed). The Stokes drift component is larger than the wind-driven speed at the surface except in the lightest of winds but is not more than double the size of the wind-driven component at even the highest winds.

Fig. 10.
Fig. 10.

(a) Calculated drifter speeds ud as well as mixed layer mean speed uML, surface Eulerian speed uE(0), and surface total water speed u(0) = uE(0) + uS(0) as a function of wind speed U10. (b) The same results after subtracting uML, plotted as a fraction of wind speed.

Citation: Journal of Atmospheric and Oceanic Technology 41, 1; 10.1175/JTECH-D-23-0073.1

Considering speeds in excess of uML as a fraction of U10 (Fig. 10b), performance varies slightly at low wind speeds (less than ∼5 m s−1) for the shallow drogued drifters, but is reasonably constant at higher wind speeds, thus confirming the usual hypothesis that a constant fraction of wind speed is a reasonable model for drifter slip. The surface Eulerian current u0 = uE(0) is larger than uML by 0.5%–1.5% of the wind speed (consistent with our experiment) but the surface Stokes drift is fairly constant at about 1.5% of the wind speed over most of the range of wind speeds, somewhat larger than in our experiment where the wind sea was far from fully developed. The shallow drogued drifters thus slip at about 2% of the wind speed relative to the mixed layer as a whole, whereas the undrogued drifters slip at 3%–4% of the wind speed. The deeply drogued iSVP slips at only about 0.4% of the wind speed relative to the mixed layer (and is within 0.1% of wind speed to the water surrounding the drogue, although this is not shown here).

4. Discussion and conclusions

What do surface drifters actually measure? We released a large number of drifters of different designs along a linear rhodamine dye patch, and observed their subsequent motions, in a controlled attempt to answer this question. The number of different designs used was greater than in any previous intercomparison and we also attempted to make more comprehensive measurements of the oceanographic conditions than has been possible in many previous studies. Although dye and drifters have been co-deployed in several other studies recently (Romero et al. 2019; Choi et al. 2020), the focus on those studies was relative dispersion rather than investigating drifter performance as in this one.

First, we confirmed that the rhodamine dye patch acted like a tracer for the mixed layer. Over the course of our experiment the patch retained its north–south orientation and generally linear shape, suggesting that effects of large-scale vorticity and shear were minimal in this experiment. However, the dye also spread out horizontally and somewhat unevenly at a rate that can be described with an eddy viscosity of about 0.4 m2 s−1, which is entirely consistent with apparent diffusivities over scales of ∼1 km in the ocean according to data presented by Okubo (1971). The east/west (i.e., across-line) dispersion of different drifter types was also consistent with the same magnitude of small-scale diffusion. In our experiment, this diffusion is equivalent to a “noise” of about ±1 cm s−1, or about ±0.2% of wind speed U10. The degree to which this dispersion is important in design intercomparisons has not previously been highlighted.

Second, we found that our drifters all moved downwind of the dye patch, at a wide range of rates between 0.6% and 4% of wind speed. One surprising result of the experiment was that even the “best”-performing drifters moved away from the dye at >0.6% of the wind speed, somewhat in excess of the 0.1% of wind speed previously determined as the expected slip for CODE-style drifters (Poulain and Gerin 2019), so that even after a few hours they were clearly no longer tracking the dye patch, even in fairly light winds.

Although a wide variety of slips were found across the range of drifter designs, our independent calculations of slip magnitude, based on a physical modeling of the boundary layer and its interactions with each drifter design, match these observations for six of the seven designs that were vertically contained in the patch. The agreement between observed and predicted slip magnitudes at least suggests that the boundary layer theory we use for predictions is sufficiently accurate for this purpose, and hence may provide useful guidance in other situations. This is despite the fact that some aspects of this theory have clear deficiencies. The lack of Coriolis forcing has already been mentioned, as has been the lack of consideration of wave-breaking and skin friction effects in high winds and the uncertainty associated with the effects on Stokes drift of unmeasured high-frequency waves. The wind sea is taken to be fully developed in response to local winds only, and the mixed layer depth must be far greater than the drogue depth of drifters. Other simplifications include the use of a steady-state drag calculation as a function of height well within the height range of the surface wave field, and the use of a quasi-planar flow approach appropriate to long slender bodies, even for mostly flat undrogued drifters.

Acknowledging these deficiencies, however, we still conclude that the apparent mismatch between slips previously estimated to be around 0.1% for the best designs and our larger observations does not arise because the performance of drifters is worse than expected. Instead, the problem lies in an inaccurate, or at least largely unstated, expectation that a surface drifter should track a well-mixed water column. In fact, most of the observed slip arises in roughly equal proportions from the effects of Eulerian and Lagrangian shear in the upper O(0.5 m) of the water column, whose effects are minimized for the dye because water parcels in a mixed layer spend only a fraction of their time near the surface. The slip relative to water near the drogue, arising from drag in the air, is calculated to be only about 0.2% of the wind for all of the drogued drifters, almost the same as the 0.1% value obtained from earlier measurements. Thus, the ability of drifters to track patches of water in the mixed layer (e.g., to monitor purposeful injections of chemicals) is greatly overstated by existing “slip” predictions.

To understand these results more generally, consider an even simpler drag calculation where the ambient flows ua and uw in air and water around the drifter are approximately constant, and drifter frontal areas are Aa and Aw in air and water (with corresponding drag coefficients Cda and Cdw). Then Eq. (19) simplifies to
ρaCdaAa(udua)2ρwCdwAw(uduw)2=0,
with ud again representing the drifter velocity. Then, taking CdaCdw and ρw/ρa ≈ 103, assuming uauw and uwub(zc) = u(zc) − uML [where ub(z) is the mean background velocity relative to the mixed layer mean, including both Eulerian and Lagrangian motions; section 3b(3)], and, based on our boundary layer analysis above and the typical height of drifters, taking ua = O(0.5U10), we have
udub(zc)+0.015AaAwU10.
This indicates that the drifter motion consists of a mean background ub(zc) at the midpoint of the drogue (or at waterline for undrogued drifters), relative to mean mixed layer motions, plus a component of direct wind drag that depends on relative cross-sectional area exposed to the air.
In our experiment ub(zc = 0) ≈ 1.5% of the wind speed (due equally to the Stokes drift and Eulerian shear). However, in a fully developed wind sea the total downwind motion, now determined by our modeling, would increase to about 2%–3% of wind speed (Fig. 10), that is,
ub(zc=0)0.009U10+0.015U10,
where the first term is the Eulerian component (which retains some wind dependence, ranging from 0.015U10 at low speeds to about 0.004U10 at winds of 15 m s−1) and the second is the Stokes drift, which is a somewhat more constant fraction of wind speed for fully developed seas. Satisfyingly, this is very similar to a “traditional” 3% slip value mentioned without attribution in older works concerned with oil slick drifts (e.g., Madsen 1977; Stolzenbach et al. 1977). However, our analysis also demonstrates that proper understanding of drifter motions will require consideration of the wave field effects with greater precision than can be estimated from, for example, the simple assumption of a fully developed sea based on local winds, or even from bulk parameters like the significant wave height that include both wind and swell components in an assumed monochromatic wave field.

For drogued drifters with Aw/Aa > 40 [a design criterion first proposed by Niiler et al. (1995)], that is, for the UBC-EST and CODE designs (and nearly the CARTHE design), Eq. (22) suggests the drifter speed is larger than ub(zc) by only about 0.2% wind speed U10. However, for undrogued drifters, AwAa so that not only is the predicted drift speed greater than ub(zc ≈ 0) by about 1.5% of wind speed, but this slip is subject to great uncertainty because of its sensitivity to small changes in freeboard. This may hide additional sensitivities to microscale wave-breaking and skin friction effects (Sutherland and Melville 2015).

One caution with these predictions is that we do not know whether the Eulerian shear in the water column, at high wind speeds for which wave breaking may be significant, follows a log-layer shape very near the surface. Although studies of turbulent energy dissipation in this region suggest that this may not be completely accurate (Thorpe 2005; Sutherland and Melville 2015), the true shape of the shear profile near the surface is still uncertain.

A lower bound on slip is obtained from drifters with large drogues deep within the mixed layer avoiding the Stokes drift, like the iSVP. However, even here there is some dependence on wind, with our model predicting
ud0.004U10.
This is somewhat larger than the iSVP’s slip relative to the water around the drogue, but the actual slip will depend more critically on details of the mixed layer’s actual depth and the surface boundary layer within it. In fact in our experiment we see a rather different slip because the drogue is in a sheared region underneath the mixed layer, negating the apparent advantage of a deeper drogue.

In contrast to results for the first six small-sized drifter designs, the iSphere drifter motions are not well modeled in our theory, with observed slip about 50% larger than predicted. Large slips for iSphere drifters are generally found in other studies as well (Röhrs et al. 2012; Novelli et al. 2017; Blanken et al. 2021; Sutherland et al. 2020). However, missing from our model is any attempt to account for dynamic interactions between a buoyant drifter with the wave field. Such interactions may explain some of the excessive slip known to be associated with rigid-neck versions of the CARTHE drifters under certain wave conditions. Novelli et al. (2017) suggested that a flexible connection between the drogue and the surface float (a feature shared with the CODE and iSVP drifters) can correct for this issue; however, at least in this case the rigid-necked UBC-ESD design performs equally well without such modification. It may be that the particular wave field characteristics in our experiment avoided triggering such a response, but note also that the dimensions of the surface float for the UBC-ESD are about 50% smaller than for the CARTHE design, and so it may simply be less susceptible to wind drag with changing freeboard and/or tilt.

A possibly related fact is that the surface floats for most designs tested are relatively flat, so that a small change in freeboard will not only have large effects on buoyancy but “bobbing” motions are likely to be highly damped. The spherical iSphere, on the other hand, will have the greatest freeboard change for a given buoyancy change, and (due to its spherical shape) less damping resistance to bobbing, so that it might have significant dynamic variations in freeboard. This may be the reason for not only its large slip, but also our lack of success in predicting that slip. A careful examination of Fig. 9 also shows that our predictions for SCT and UBC-ESD designs are on the low end of the measured range of speeds, so it is possible that such effects arise at a less significant level even for those designs. The dynamic behavior of SVPs has been studied (Niiler et al. 1995) and perhaps more attention should be paid to this factor for other designs. In any case, for undrogued drifters, at present the combined uncertainties in both surface current, freeboard sensitivity, and these dynamic factors make it difficult to recommend them for quantitative tracking purposes.

For all drifters, the importance of Stokes drift in modeling drifter behavior, and the uncertainty in how best to handle the unmeasured high-wavenumber components of the wave field, highlights the fact that the “surface Stokes drift,” although a standard wave model product (e.g., The WAVEWATCH III Development Group 2019) is not a very well-defined concept. Calculated values depend rather critically on currently unmeasured, and theoretically uncertain, aspects of the wave spectrum at high frequencies. Direct measurements of the near-surface shear may be possible using drifters with drogues situated at different depths [as attempted by, e.g., Csanady (1984), Kudryavtsev et al. (2008), and Laxague et al. (2018)], ideally with the same surface float to reduce any bias from the effects of direct wind drag, but separating the Eulerian and Lagrangian contributions will be difficult if relying on drifters alone. Although attempts have already been made to do this in conjunction with HF-radar measurements (Morey et al. 2018; van der Mheen et al. 2020) the results are confusing. More well-controlled deployments with better information about ocean conditions, such as the experiment described here, as well as direct observations of the drift of surface slicks (natural or artificial) are probably necessary.

If the Stokes drift has been overestimated in our calculations, what other factors could otherwise account for the remaining downwind motion? Anecdotally, at the edges of the dye patch, the dye seemed to break up into downwind streaks late in the day (it is possible to see some evidence for such streaks in Fig. 2d at 1541). A large collection of “skin drifters” made of thin plywood squares deployed in the north–south direction at 1658, following our drifter study, also rapidly organized themselves into streaks aligned with the wind direction. This pattern would be consistent with Langmuir circulation (Thorpe 2004), in which small-scale motions within the mixed layer, treated here as “random,” are instead coherently organized into long wind-aligned rolls separated by alternating convergence and divergence zones. The possibility of Langmuir circulation can also be estimated by calculating the turbulent Langmuir number Lat for our model-determined values of Stokes drift and friction velocity:
Lat=[uw*/us(0)]1/20.33,
which is very typical for the open ocean (Belcher et al. 2012) and suggests that both Langmuir circulation and wind-driven turbulence may be present. Downwind surface flow is faster in the convergence zones of Langmuir circulation, so that surface drifters, which would presumably tend to be trapped in these convergence zones, could move faster than the dye itself, which again would move at a speed more typical of the average over the whole cross section. Future analysis of TReX datasets will focus on this possibility, and its relationship to our simpler boundary layer model.

Last, although this experiment has highlighted many of the issues that govern drifter slip and may provide guidance on the proper choice of drifter design for different purposes, the winds during the experiment (≈4 m s−1) were relatively low. Additional experiments at the higher wind speeds more often found in the ocean are necessary before our extrapolations into such conditions can be fully trusted.

Acknowledgments.

Thanks are given to C. Bluteau for organizing the field program, as well as to C. Boutot, T. Tamtare, E. Dumas-Lefebvre, G. Dupéré, B. St-Denis, T. Leclercq, B. Cayouette, S. Blondeau, A. Dussol and the crew of the R/V Coriolis II for field operations; R. Hourston, D. Schillinger, and N. Soontiens for providing some of the (many) different drifters; and J. Clary for producing the rhodamine dye patches shown in Fig. 2 from the UAV surveys. Funding was provided by the Marine Environmental Observation, Prediction and Response (MEOPAR) network of centers of excellence for the Gulf of St. Lawrence Tracer Experiment grant 1-02-02-082.2 (authors Chavanne and Dumont), Réseau Québec maritime (RQM) and its Odyssée St-Laurent program for ship time OSL-MAC2020 (Chavanne and Dumont), and the Natural Sciences and Engineering Research Council through RGPIN-2022-03106 (author Pawlowicz), RGPIN-2018-06585 (Chavanne), and RGPIN-2019-06563 (Dumont).

Data availability statement.

The drifter dataset is publicly available in the Scholars Portal Dataverse (https://doi.org/10.5683/SP2/EFTSXM), and other measurements from the field program are publicly available from the St. Lawrence Global Observatory (https://slgo.ca/en/home-slgo/). Satellite imagery was obtained online [https://scihub.copernicus.eu (now https://dataspace.copernicus.eu)].

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    • Export Citation
  • Belcher, S. E., and Coauthors, 2012: A global perspective on Langmuir turbulence in the ocean surface boundary layer. Geophys. Res. Lett., 39, L18605, https://doi.org/10.1029/2012GL052932.

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    • Export Citation
  • Blanken, H., C. Valeo, C. G. Hannah, U. T. Khan, and T. Juhász, 2021: A fuzzy-based framework for assessing uncertainty in drift prediction using observed currents and winds. Front. Mar. Sci., 8, 1677, https://doi.org/10.3389/fmars.2021.618094.

    • Search Google Scholar
    • Export Citation
  • Choi, J., C. Troy, N. Hawley, M. McCormick, and M. Wells, 2020: Lateral dispersion of dye and drifters in the center of a very large lake. Limnol. Oceanogr., 65, 336348, https://doi.org/10.1002/lno.11302.

    • Search Google Scholar
    • Export Citation
  • Csanady, G. T., 1984: The free surface turbulent shear layer. J. Phys. Oceanogr., 14, 402411, https://doi.org/10.1175/1520-0485(1984)014<0402:TFSTSL>2.0.CO;2.

    • Search Google Scholar
    • Export Citation
  • Csanady, G. T., 2001: Air-Sea Interaction: Laws and Mechanisms. Cambridge University Press, 239 pp.

  • Davis, R. E., 1985: Drifter observations of coastal surface currents during CODE: The method and descriptive view. J. Geophys. Res., 90, 47414755, https://doi.org/10.1029/JC090iC03p04741.

    • Search Google Scholar
    • Export Citation
  • De Dominicis, M., and Coauthors, 2016: A multi-model assessment of the impact of currents, waves and wind in modelling surface drifters and oil spill. Deep-Sea Res. II, 133, 2138, https://doi.org/10.1016/j.dsr2.2016.04.002.

    • Search Google Scholar
    • Export Citation
  • Donelan, M., 1979: On the fraction of wind momentum retained by waves. Marine Forecasting: Predictability and Modelling in Ocean Hydrodynamics, J. C. J. Nihoul, Ed., Elsevier Oceanography Series, Vol. 25, Elsevier, 141–159.

  • Donelan, M., 1998: Air-water exchange processes. Physical Processes in Lakes and Oceans, Coastal and Estuarine Studies, Vol. 54, Amer. Geophys. Union, 18–36.

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    • Search Google Scholar
    • Export Citation
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    • Search Google Scholar
    • Export Citation
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  • Hourston, R., P. S. Martens, T. Juhasz, S. Page, and H. Blanken, 2021: Surface ocean circulation tracking drifter data from the northeastern Pacific and western Arctic Oceans, 2014–2020. Canadian Data Report of Hydrography and Ocean Sciences 215, Fisheries and Oceans Canada, 44 pp., https://waves-vagues.dfo-mpo.gc.ca/library-bibliotheque/40986500.pdf.

  • Johnson, R. W., Ed., 2016: Handbook of Fluid Dynamics. 2nd ed., CRC Press, 1543 pp.

  • Kudryavtsev, V., V. Shrira, V. Dulov, and V. Malinovsky, 2008: On the vertical structure of wind-driven sea currents. J. Phys. Oceanogr., 38, 21212144, https://doi.org/10.1175/2008JPO3883.1.

    • Search Google Scholar
    • Export Citation
  • LaCasce, J., 2008: Statistics from Lagrangian observations. Prog. Oceanogr., 77 (1), 129, https://doi.org/10.1016/j.pocean.2008.02.002.

    • Search Google Scholar
    • Export Citation
  • Laxague, N. J., and Coauthors, 2018: Observations of near-surface current shear help describe oceanic oil and plastic transport. Geophys. Res. Lett., 45, 245249, https://doi.org/10.1002/2017GL075891.

    • Search Google Scholar
    • Export Citation
  • Lewis, D., and S. Belcher, 2004: Time-dependent, coupled, Ekman boundary layer solutions incorporating Stokes drift. Dyn. Atmos. Oceans, 37, 313351, https://doi.org/10.1016/j.dynatmoce.2003.11.001.

    • Search Google Scholar
    • Export Citation
  • Lumpkin, R., T. Özgökmen, and L. Centurioni, 2017: Advances in the application of surface drifters. Annu. Rev. Mar. Sci., 9, 5981, https://doi.org/10.1146/annurev-marine-010816-060641.

    • Search Google Scholar
    • Export Citation
  • Madsen, O. S., 1977: A realistic model of the wind-induced Ekman boundary layer. J. Phys. Oceanogr., 7, 248255, https://doi.org/10.1175/1520-0485(1977)007<0248:ARMOTW>2.0.CO;2.

    • Search Google Scholar
    • Export Citation
  • Meyerjürgens, J., T. H. Badewien, S. P. Garaba, J.-O. Wolff, and O. Zielinski, 2019: A state-of-the-art compact surface drifter reveals pathways of floating marine litter in the German bight. Front. Mar. Sci., 6, 58, https://doi.org/10.3389/fmars.2019.00058.

    • Search Google Scholar
    • Export Citation
  • Mitsuyasu, H., 1985: A note on the momentum transfer from wind to waves. J. Geophys. Res., 90, 33433345, https://doi.org/10.1029/JC090iC02p03343.

    • Search Google Scholar
    • Export Citation
  • Morey, S. L., N. Wienders, D. S. Dukhovskoy, and M. A. Bourassa, 2018: Measurement characteristics of near-surface currents from ultra-thin drifters, drogued drifters, and HF radar. Remote Sens., 10, 1633, https://doi.org/10.3390/rs10101633.

    • Search Google Scholar
    • Export Citation
  • Niiler, P. P., A. S. Sybrandy, K. Bi, P. M. Poulain, and D. Bitterman, 1995: Measurements of the water-following capability of holey-sock and TRISTAR drifters. Deep-Sea Res. I, 42, 19511964, https://doi.org/10.1016/0967-0637(95)00076-3.

    • Search Google Scholar
    • Export Citation
  • Novelli, G., C. M. Guigand, C. Cousin, E. H. Ryan, N. J. Laxague, H. Dai, B. K. Haus, and T. M. Özgökmen, 2017: A biodegradable surface drifter for ocean sampling on a massive scale. J. Atmos. Oceanic Technol., 34, 25092532, https://doi.org/10.1175/JTECH-D-17-0055.1.

    • Search Google Scholar
    • Export Citation
  • Okubo, A., 1971: Oceanic diffusion diagrams. Deep-Sea Res. Oceanogr. Abstr., 18, 789802, https://doi.org/10.1016/0011-7471(71)90046-5.

    • Search Google Scholar
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  • Fig. 1.

    (a) Dye deployment at 1156 UTC looking north from the stern of the R/V Coriolis II. UBC-ESD and SCT drifters can be seen to the left of the buoyed hose. (b) Dye patch looking south from an altitude of 112 m at ∼1353 UTC. In the foreground is the 8.2-m-long F.J. Saucier, and in the middle of the patch is the 6-m-long Mordax. The photograph in (a) was taken by C. Chavanne; that in (b) was taken by E. Dumas-Lefebvre.

  • Fig. 2.

    (a) Dye patches at 1201, 1337 (both from UAV mosaics with the red band only shown in grayscale), and 1539 (from Sentinel-2 image Band 3) UTC. Note that all three survey vessels (the R/V Coriolis II as well as the smaller F.J. Saucier and Mordax) are visible in the satellite image at their corresponding GPS-tracked locations. Also shown are the drifter locations at (b) 1201, (c) 1337, and (d) 1541, plotted with the corresponding dye patch. Locations of drifters of the same design are joined with a line to guide the eye. The “Drift” lines show cumulative integrals of water column velocities at different depths taken from ADCP measurements in the patch, with integrations starting from the location of the center of the dye line at 1201. Squares show the location of the estimated displacement for each indicated depth at the time of each subplot. Wind arrows in (c) and (d) show mean winds at PMZA-RIKI between 1200 UTC and the image times [the location of this buoy is shown in the inset map in (c), relative to the outlined study area].

  • Fig. 3.

    Profiles of (a) density and (b) rhodamine concentrations within the dye patch during this study, labeled with their times. Solid and dashed curves are used to indicate profiles from the two different small boats.

  • Fig. 4.

    Water column velocities in the (a) eastward and (b) northward directions, as measured by an ADCP repeatedly towed across the dye patch. Overplotted magenta lines show actual velocity profiles at the times marked by vertical black bars.

  • Fig. 5.

    (a) Omnidirectional 30-min-average wave spectra S(f) measured during the dye study. The dashed line shows the theoretical Phillips spectrum modeling spectral energy at frequencies above the peak. (b) The direction of dominant wave energy θ(f) for each frequency, with line colors matching those of the spectra in (a). In addition, symbols show the peak wave frequency and direction for a fully developed wind sea using fPM = 0.13g/U10 (Holthuijsen 2007), with wave direction taken as the direction of winds, every 30 mins from 1200 to 1530 UTC.

  • Fig. 6.

    Mean eastward drifter motions relative to the dye patch. Error bars associated with drifter displacements, which have all been calculated at 1337 and 1541, represent the range of observed speeds and have been slightly shifted vertically to avoid overlaps between different designs.

  • Fig. 7.

    The (a) coupled surface boundary layer velocity profile, (b) air side only, and (c) water side only.

  • Fig. 8.

    Stokes drift profiles uS(z) for both wind and swell peaks, calculated from the measured wave spectra with (a) logarithmic and (b) linear y-axis scales. Also shown is the Stokes drift averaged over depth uS(z)¯, the calculated drift for the wind peak assuming a monochromatic wave, a calculation in which the integration ends at f = 0.8 Hz without any extrapolation to higher frequencies, and a calculation in which f−5 extrapolation is taken only to 2.3 Hz, with the higher frequencies assumed to have been “filtered out” by the finite size of a drifter. All curves are averages over all five of the 30-min wave spectra available in Fig. 5. The spread of estimates arising from the differences in wave spectra is of order ±5% of the means.

  • Fig. 9.

    Drag calculations from Eqs. (18) and (19): (a) Vertical profiles of downwind velocities in the water side boundary layer, as well as the predicted downwind drift ud of the different drifter designs. The extent of the vertical line for each drifter marker shows the depth range occupied by that design. Calculations are also made while neglecting air drag, and these values are shown at drogue midpoints zc. The upper scale shows speed in excess of uML as fraction of U10. (b) Calculated range of speeds for each design associated with increases and decreases of 1 cm in the freeboard for all designs. Mean observed speeds are shown, with an error bar representing ±2 standard deviations for the expected range of speeds (i.e., an ∼95% confidence interval), assuming a dispersion with νH = 0.4 m2 s−1.

  • Fig. 10.

    (a) Calculated drifter speeds ud as well as mixed layer mean speed uML, surface Eulerian speed uE(0), and surface total water speed u(0) = uE(0) + uS(0) as a function of wind speed U10. (b) The same results after subtracting uML, plotted as a fraction of wind speed.

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