1. Introduction
The term “overflow” refers to the buoyancy-driven descent of dense water formed through cooling, freezing, or evaporation in shallow regions of the World Ocean, such as continental shelves and marginal seas. As dense water descends into the ocean interior, typically as a terrain-following gravity current along slopes or sills (Shapiro et al. 2003), it undergoes mixing, entrains ambient water, and serves as a conduit for irreversible exchange and ventilation of the otherwise relatively quiescent abyssal ocean. Dense overflows feed intermediate and deep water masses, including North Atlantic Deep Water and Antarctic Bottom Water, and thus are substantial contributors to oceanic circulation and climate (Killworth 1983). Examples occur worldwide—for instance, in the Antarctic shelves (Bergamasco et al. 2002), Mediterranean outflow (Price et al. 1993), Red Sea (Murray and Johns 1997), and Nordic Seas (Eldevik et al. 2009).
In this work, we focus on perhaps the most striking case: the Arctic Ocean, where continental shelves comprise approximately 53% of the total surface area (Jakobsson 2002) and are subject to intense atmospheric cooling and sea ice formation with associated brine rejection during fall and winter. Highly cold and saline shelf water is formed, and the resulting overflows are inferred to ventilate the deepest portions of the Arctic (Aagaard et al. 1985). Additionally, shelf overflows strengthen the Arctic halocline—a layer between 50- and 200-m depth that buffers sea ice from the underlying warm Atlantic inflow layer, the heat reservoir of which is capable of melting the entire Arctic ice pack (Aagaard et al. 1981). As observations of Arctic shelf overflows are indirect and sparse, numerical modeling remains a reasonable alternative to studying their dynamics. Because of the rapidly changing nature of the modern Arctic, understanding exchange processes and representing them properly in climate models is crucial.
Here, we apply the nonhydrostatic Massachusetts Institute of Technology general circulation model (MITgcm; Marshall et al. 1997) to perform simulations of Arctic shelf overflows, resolving a wide spectrum of submesoscale variability. To distinguish between different instability regimes, we consider three progressively complex scenarios: 2D without rotation, 2D with rotation, and 3D with rotation. Initial temperature and salinity stratification, as well as the thermal and haline forcing values, are based on conditions in the Eurasian basin of the Arctic. A nonlinear equation of state is used, yielding realistic mixing and thermohaline structure. The primary goal of this work is to identify the physical processes responsible for transporting dense water offshore and downslope and to examine how tracer properties of the overflow and surrounding water are modified through mixing. Our paper is organized as follows: section 2 details model setup, section 3 describes the nonrotating 2D case driven by gravitational instability, section 4 describes the rotating 2D case dominated by SI, and section 5 describes the rotating 3D case dominated by baroclinic eddies. In section 6, we compare the water mass transformation, entrainment, and energetic pathways between the rotating 2D and 3D cases. We find that 1) through different mixing pathways, the two cases attain roughly the same water mass distribution for a given forcing, and 2) SI dominates the submesoscale range of both cases.
2. Model description
The z-coordinate MITgcm (Marshall et al. 1997) is used to solve the nonhydrostatic, Boussinesq Navier–Stokes equations in three otherwise identical configurations: 2D with and without rotation and 3D with rotation. For rotating simulations, we use an f-plane approximation, with
The model begins from rest, with initial density stratification based on observations from the Kara and Barents Sea shelves without the Atlantic inflow layer (Rudels et al. 2000; Fig. 1b). Both salinity and temperature profiles are monotonic and stably stratified. All simulations feature a continental shelf that undergoes temporally constant negative buoyancy forcing at the surface (Fig. 1a), representative of the Arctic during the sea ice formation period (Cavalieri and Martin 1994). This forcing comprises an upward heat flux and downward salt flux representing the effects of brine rejection. The nominal value of the heat flux is 500 W m−2, corresponding to a buoyancy forcing of approximately −4.93 × 10−6 kg m−2 s−1, and the salinity buoyancy forcing is approximately −2.92 × 10−5 kg m−2 s−1. Note the heightened role of salinity forcing in setting the density of seawater at low temperatures. Various values of forcing (1/8, 1/4, 1/2, 2, and 3 times the nominal heat and salt fluxes) are explored to test sensitivity of the dynamics to forcing magnitude. The buoyancy forcing in all cases extends for 15 km over the shelf and decays to zero over a 2-km distance over the shelfbreak; in 3D, forcing is constant alongshore. This forcing may represent either a coastal polynya or shelf region experiencing seasonal ice growth.
3. Case 1: 2D, nonrotating
We first consider the simplest idealization of a dense shelf overflow: a nonrotating 2D system (f = 0 s−1) where SI and baroclinic instability cannot develop. This case will serve as a benchmark to identify the roles of rotation, SI, and baroclinic eddies in guiding Arctic shelf overflows.
a. Theory
b. Results
4. Case 2: 2D, rotating
We now examine the effects of adding rotation to the 2D system described in the previous section. Fundamentally, this changes the problem so that dense shelf water is no longer free to propagate directly offshore and downslope. Rotation confines the shelf water laterally, causing it to remain in the forcing region longer and attain a greater density anomaly.
a. Theory
As in the nonrotating 2D case, we anticipate the density anomaly to initially grow as described by Eq. (2). Similarly, due to gravitational instability, the fluid will begin to move downslope. In this case, however, rather than flowing offshore, the dense water will be deflected to the right by Earth’s rotation and will undergo geostrophic adjustment. The Coriolis force acts to steer the fluid upslope, confining it within the forcing region, while the pressure gradient forces the fluid downslope. This leads to predominantly along-isobath flow with an anticyclonic bottom-intensified geostrophic jet and compensating surface-intensified cyclonic jet (Gawarkiewicz and Chapman 1995).
In 2D, the dominant mechanism responsible for breaking geostrophy is bottom friction, imposed in the model through the prescribed viscosities and no-slip bottom boundary condition. Ekman dynamics in the bottom frictional layer has been found to play an important role in breaking geostrophic balance in the context of dense water overflows (Shapiro and Hill 1997). As described by Wirth (2009), the bottom frictional layer produces a leakage of dense water out of the geostrophic current, leading to downslope dense water transport through the frictional layer—a process termed Ekman draining. This draining also causes the geostrophic jet to be shifted downslope (Manucharyan et al. 2014). Thus, we expect initial growth of the density anomaly as in the nonrotating case, followed by geostrophic adjustment broken by bottom Ekman dynamics. This will presumably lead to the bottom-intensified jet of dense shelf water moving downslope, establishing an alongslope front conducive to the onset and growth of symmetric instability.
b. 2D symmetric instability
Conservative flux form of Ertel PV
c. Results
Although two complete sets of resolutions were tested for the 2D rotating case (nominal and doubled), here, we present the doubled-resolution results. The dynamics were nearly identical, but SI is better resolved in this case. The sensitivity analysis and quadrupled-resolution case with lowered viscosity are presented in the next subsection. As anticipated, the density anomaly (Fig. 2c) reaches values much higher than the nonrotating case (and even the 3D case due to the lack of advection by baroclinic eddies). This ultimately allows the overflow to propagate into the deepest portions of the domain (Fig. 3b). Figure 4 shows passive tracer distribution and velocity fields at 20 and 60 days. The alongshore velocity component υ is shown for these times, respectively, in Figs. 4c and 4g. The bottom-intensified jet is the negative velocity region (blue) at the bottom of/along the slope in both cases, while the surface-intensified jet is the positive velocity above. In this convention, negative (positive) velocity is directed out of (into) the page. The upper jet is much stronger; bottom friction damps the lower jet, while there is no surface drag acting on the upper jet.
As predicted, even by 20 days, bottom Ekman dynamics has caused the lower jet to be shifted nearly to the bottom of the slope. The tracer concentration plot at 20 days shows the thin layer of dense shelf water produced as a result of the bottom geostrophic jet leakage and descent. At 20 days, the presence of strong vertical shear in the alongshore velocity along with the sharp density front adjacent to the slope initiates SI. By 60 days, u and w velocity fields show diagonal velocity beams characteristic of SI; the resulting small-scale velocity gradients lead to viscous mixing. The gradient Richardson number (
The instability criteria are illustrated in Fig. 5. Figures 5a–c show isopycnals and isolines of zonal angular momentum M for 20, 30, and 60 days. As previously shown in Fig. 4, at 20 days, a thin density front has developed along the slope, tilting the isopycnals upward from horizontal. On the other hand, the velocity field produced by the geostrophic current tilts the angular momentum isolines toward the horizontal, away from their initial vertical state. This creates near-slope regions where isopycnals are steeper, meeting the criterion for SI. SI then acts to flatten the steepened isopycnals, mixing water along the length of the overflow and pushing the density front offshore. However, the sharp density front is maintained by forcing and continues to generate SI moving away from the slope. This is visible in Figs. 5d–f, where the values of Ertel potential vorticity are shown at the corresponding times. At 20 days, a thin negative PV region is visible along the frontal edge (at
We examine the locations of negative Ertel PV again in Fig. 6 for days 20 and 60, this time isolating only negative values for better visualization. The two terms of Eq. (5) are plotted in Fig. 6 for 20 and 60 days. In Figs. 6d–f, where the instability is fully developed, we see that in regions of negative Ertel PV, term 1 must be negative and larger in magnitude than term 2 (pure SI). However, for the 20-day case, there is a region at the downgoing head of the overflow that is gravitationally unstable (negative term 2). Thus, the dense water initially flows down the slope as a gravitational instability driven by the Ekman dynamics of the geostrophic jet, and as the alongslope density front becomes established, pure SI develops.
Having identified the presence of SI, we turn to considering the processes responsible for generating the negative Ertel PV leading to its onset. In Fig. 7, we examine Ertel PV fluxes within each grid cell to understand how/where negative Ertel PV arises. The top panel shows Ertel PV values at 20 and 60 days (Figs. 7a,f). Below is the total time change of Ertel PV and the individual forcing, friction, and advection components at 20 and 60 days [see Eq. (11)]. Only the negative time changes are shown for the components—when all values are plotted, the beams of SI contain extremes of positive and negative values adjacent to each other (SI acts to homogenize Ertel PV), as is seen in the total time change plots (Figs. 7b,g). Clearly, forcing acts to inject negative Ertel PV at the surface—this is constant in time. At 20 days, when the overflow has established a density front along the slope (with water continuing to move downward along the slope), we see that friction is generating negative PV adjacent to the slope, extending up through the shelfbreak (Fig. 7d). The negative region of Ertel PV initiates SI at 20 days in a beam oriented along the slope/front, as seen in Figs. 4–6. SI then mixes water within this negative Ertel PV region, causing offshore advection of the overflow’s density front and negative PV beams (Figs. 7e,j).
Finally, we examine the effects that SI has on the kinetic energy distribution of the system. In Fig. 8, we plot velocity magnitudes comprising only the u and w components (Fig. 8b) and all three components (Fig. 8d). The former is dominated by the SI signature, while the latter is dominated by the geostrophic velocity. We consider a transect oriented perpendicular to the slope (direction of SI propagation) near the bottom; this line is shown in black. We then compute energy spectra along this line at various times (represented by different colors). At 5 and 10 days, the overflow has not yet reached the transect depth (energy values are relatively small). At 18 days, the overflow first reaches the location of the transect, and at 20 days, SI starts to develop in this region. The spectral characteristic of SI is clearly visible in Fig. 8a—the initial peak develops at a wavelength of approximately 300 m, with progressively smaller peaks developing with time down to the lowest resolvable wavelengths (40 m). In Fig. 8c, the υ-velocity component dominates the signature, but nonetheless, some (noisier) peaks are evident below the 1000-m scale.
d. Sensitivity analysis
To examine the robustness of the observed 2D SI-driven dynamics, we perform a sensitivity study in which 1) the resolution is increased with viscosity kept constant, and 2) at the highest (quadrupled) resolution, the viscosity is made 4 times smaller so there is greater scale separation between the SI and viscous scales, and the dynamics are more realistic. For the latter, temperature and salinity diffusivities of 1/1000 of the viscosity values are used (although a zero explicit diffusivity case was tested and found to have no appreciable difference). Figures 9a–c show locations of negative Ertel PV at constant viscosity for the original, doubled, and quadrupled resolutions. At the lowest resolution, the beams of SI appear pixelated, as the scale of the SI is near the grid size. As resolution increases, the SI becomes better resolved but unchanged in character. The same dynamics of tilted isopycnals and angular momentum isolines responsible for generating the SI are observed in Figs. 9e–g. Other metrics, including final density distribution and overflow depth, were also found to be unchanged, indicating numerical convergence of the results. Once viscosity is decreased in the quadrupled-resolution case (Figs. 9d,h), the dynamics acquire a previously uncaptured feature: secondary shear instability resulting from the strong velocity gradients set up by the SI. Figure 10 shows a close-up view of the region where SI and its secondary shear instabilities develop. The velocity beams and regions of negative PV do not follow such clean patterns as the higher viscosity case due to the initiation of shear instability between SI beams. This is evident in the gradient Richardson number taking critical values between beams of SI (Figs. 10c,g) and the noisier signature and rollups of the isopycnals (Figs. 10d,h). The final density distribution was nonetheless found to be nearly identical to the higher viscosity case. Another test was performed in which the temperature and salinity diffusivities were set equal to the viscosity values, suppressing overturning instabilities potentially arising in nonunity Prandtl number flows (McIntyre 1970). In this case, the heightened diffusivity values lead to erosion of the density gradients within the overflow, allowing the critical Richardson number criterion to be even more easily satisfied. Still, analogous dynamics are observed, with SI developing within the overflow and shear instabilities initiated between SI beams. Thus, SI is shown to be a robust mechanism for initiating mixing—either in the form of direct viscous dissipation (lower resolution) or secondary shear instability leading to viscous dissipation (higher resolution).
5. Case 3: 3D, rotating
We now examine the effects of adding an alongshore dimension to the 2D rotating system described in the previous section. The width of the y domain is 100 km, much greater than the baroclinic Rossby deformation radius (
a. Theory
As before, we anticipate the density anomaly in the forcing region will initially grow as described by Eq. (2), the gravitationally unstable fluid will begin to move offshore/downslope, and geostrophic adjustment will occur. Unlike the 2D rotating case, however, baroclinic eddies are now free to develop in the alongshore direction. Such a case was previously studied by Gawarkiewicz and Chapman (1995), using a coarser-resolution hydrostatic model. They described these overflow dynamics in terms of three phases: geostrophic adjustment; development of baroclinic instability; and rapid offshore, cross-isobath eddy transport of dense water. The forcing used in their study was similar to our nominal forcing case, and the dense water was found to make its way into the deepest portions of the domain—a mechanism for ventilation of the abyssal Arctic. We test whether these dynamics hold for several forcing values and examine whether the density fronts formed by the baroclinic eddies as they descend along the slope are capable of generating SI.
b. Results
Here, we consider results from the nominal buoyancy forcing as well as 1/8 and 2 times nominal forcing cases. For nominal forcing, the dynamics described by Gawarkiewicz and Chapman (1995) hold. Initially, the density anomaly grows as in Eq. (2) (Fig. 2c). There is a geostrophic adjustment phase and onset of baroclinic instability; eddies begin to develop within the shelf region around 5 days, growing in alongshore wavelength until about 20–30 days (longer for 1/8 forcing). This is evident in the plots of near-surface tracer concentration at quasi-steady state (Figs. 11c,f,i). When the edge of an eddy extends over the shelfbreak, dense fluid cascades along the slope into the deepest portions of the domain. This is illustrated in Figs. 11b, 11e, and 11h by plotting the tracer concentration at the lowest point everywhere in the domain. Particularly for the nominal and double forcing cases, topographically confined baroclinic eddies produce strong cross-isobath dense water transport down to 2500-m depth. For these two cases, the abyssal portion of the domain (x = 40–75 km, z ≤ −2000 m) has high concentrations of passive tracer as a result (also shown in Fig. 3b). Note that among the bottom-confined cases in Fig. 3b, greater forcing magnitude leads to a slightly shallower center of mass; this is due to increased mixing and entrainment.
The first column of Fig. 11 shows alongslope-averaged passive tracer concentration. For the nominal and double forcing cases, again tracer is clearly present in the greatest depths and is mostly confined to the topography—eddies do not propagate into the interior but remain bottom trapped, as seen by Gawarkiewicz and Chapman (1995). However, for the 1/8 forcing case, the water within the eddies is less dense, and as a result, eddies are not bottom confined. Rather, they preserve their 3D structure and propagate into intermediate offshore depths as they equilibrate (Fig. 3b). This explains why there is so little tracer in the abyssal region of the 1/8 forcing case (Fig. 11h). Thus, forcing conditions consistent with strong atmospheric cooling and initial formation of sea ice may produce baroclinic eddies that are confined to the topography and descend into abyssal depths. Weaker forcing cases, such as regions covered by young sea ice still releasing brine, may contribute to intermediate layer ventilation and halocline maintenance.
We see that baroclinic eddies in nominal/stronger forcing cases lead to highly dense water being confined along the slope, similar to the 2D rotating case. Since in the 3D cases there too is geostrophic shear and substantial horizontal density gradients, there is the potential for SI to develop. In Figs. 12a and 12b, the 0.3 isosurface of passive tracer concentration is plotted for the nominal and 1/8 forcing cases at quasi-steady state. This differentiates the character of the baroclinic eddies between the two cases (bottom confined vs intermediate). The alongslope density front is well defined for the nominal forcing case, while for the 1/8 forcing case, there are also density fronts that are produced along the edges of the 3D baroclinic eddies. Recalling the criterion for SI (q < 0), we plot the corresponding regions of negative Ertel PV in the panels below (Figs. 12c,d). Interestingly, in both cases, there are well-defined symmetrically unstable regions created along the density fronts (corresponding to the tracer isosurfaces).
In Fig. 13, we examine depth cross sections of tracer concentration, velocity, and Ertel PV along an x–z transect. Even with the presence of baroclinic eddies, these results are qualitatively similar to the rotating 2D SI-dominated case (Figs. 13a,b). The u velocity field shows an alternating positive/negative pattern near the slope, and there is a beam of negative Ertel PV parallel to the slope (Figs. 13c,d). To further test for the presence of SI, we plot energy versus wavelength spectra to see whether a signature similar to the 2D SI-dominated case is observed. Spectra are calculated for the same transect shown in Fig. 8 (2D case), but extending in the y direction, thus forming a plane. Velocity fields (u, υ, w, and velocity magnitude) within this plane and their corresponding spectra are shown in Fig. 14. The u velocity field is dominated by the periodic signature of the baroclinic eddies. The maximum energy is found at ~24-km wavelength, corresponding to the average alongshore eddy wavelength. The predominantly geostrophic velocity field υ has a bottom-intensified jet adjacent to the slope and compensating surface-intensified jet. The total velocity field is dominated by the signature of the υ velocity component. However, examining the w velocity field and spectrum, there are three noticeable peaks (Fig. 14e). One is again at 24 km, and the others are at 150 and 500 m, similar to the SI peaks in the 2D rotating case. This provides further proof that although the 3D case is dominated by mesoscale baroclinic eddies, SI is prevalent at submesoscales. Although further work is necessary to isolate the relative roles of each, we begin to address this question in the following discussion section.
6. Discussion
In this section, we apply several metrics to compare the two rotating regimes: 2D SI-driven and 3D baroclinic eddy-driven at the nominal buoyancy forcing magnitude. We begin by addressing how the density distribution changes in each case. We then calculate an entrainment coefficient as defined by Turner (1986), following the implementation of Legg et al. (2006). Finally, we compare kinetic energy budgets for the two systems, similarly to the analysis by Brink (2017).
a. Water mass conversion
Here, we consider how the density distribution of water within the x = 20–55-km region (overlying the continental slope) changes in time for the 2D and 3D rotating cases. We examine the quasi-steady-state 30–60-day period, when SI and baroclinic eddies are well developed. First, the time change of volume (normalized by the total region volume) for each density class is computed. This is plotted in the top panels of Fig. 15 for the 2D case (Fig. 15a) and 3D case (Fig. 15b). Positive (negative) values indicate an increase (decrease) in volume at a given density class. The 30–60-day time change in density distribution for the two cases looks quite similar: there is an increase of higher-density water and a decrease of lower-density water. Roughly the same percentage of the region volume and at the same density classes is changed.
Next, we examine the changes in density distribution from advection into the region (middle panel in Figs. 15a,b). Again, the two cases look quite similar, although the 2D results appear more discrete due to lack of alongslope averaging. If no mixing occurred within the region (no internal density changes), then the advected change in density distribution should equal the time change of density distribution within the region. Thus, subtracting advective change from time change gives an indication of which density classes were destroyed and created through mixing. This is done in the lowest panel of Fig. 15. Positive values indicate creation of water within a given density class through mixing; negative values indicate destruction. In both cases, there is destruction of more extreme density classes (very light and very dense) to create intermediate-density fluid.
Remarkably, even though the dynamics of the 2D and 3D cases are quite different, the resulting mixing creates and destroys water at the same density levels with approximately the same percentage of water by volume being modified. Further, we constructed analogous histograms for the 1/8, 1/2, and double forcing cases and found similarity between the 2D and 3D cases. Water mass modification is a strong function of forcing, but 2D and 3D cases are very similar at a given forcing. The histograms for the 1/8 forcing case are shown in Fig. 16 (the 90–120-day period is used because eddies take longer to develop). This case is particularly interesting; recalling Fig. 3, the overflow center of mass is different for the 2D and 3D cases because the 3D eddies are not bottom confined, although the densest water still cascades along the slope (Figs. 11, 12). The water that intrudes into the interior is at its neutral buoyancy level and therefore does not result in any changes in density distribution. The strongest water mass modification occurs from nonequilibrated dense water adjacent to the slope entering the domain (this is also where SI develops in both 2D and 3D). As a result, the 2D and 3D histogram results are once again nearly the same. Thus, the 2D case where the overflow descends through bottom Ekman dynamics and then is mixed offshore by SI, and the 3D case where baroclinic eddies are responsible for cascading water downslope, result in approximately the same final water mass distributions at a given forcing. This is encouraging for parameterization efforts; when a certain transport mechanism (e.g., baroclinic eddies) is suppressed, the inherently unstable density distribution leads to a stable final state that is invariant to the particular mixing pathway.
b. Entrainment coefficient comparison
The entrainment coefficient as a function of x is plotted in Fig. 17 for the nonrotating 2D case, the rotating 2D case, and the rotating 3D case (all at the same forcing values). In addition, the 1/8 forcing case in 3D is shown as a dotted black line. From this figure, it is evident that the magnitudes of entrainment in the 3D cases are significantly larger than the 2D cases. In 2D, the nonrotating and rotating cases have roughly the same, near-zero entrainment coefficient values. The 2D nonrotating results may be explained by cessation of the entrainment when the plume’s neutral buoyancy is reached. In the 2D rotating case, there is clearly still mixing in spite of the small entrainment coefficient values (as shown earlier, there is a roughly equal amount of water mass conversion through mixing in the 2D SI-driven case and the 3D eddying case). As seen in the velocity field (Fig. 4), SI-driven mixing gives rise to both up- and downslope motion. However, this mixing is aligned with the topography and therefore does not increase in the offshore direction. Once baroclinic eddies are permissible in 3D, entrainment coefficient values become much larger (with the exception of the negative values, produced as the eddies reach the bottom and their offshore transport lessens). As discussed in the next section, kinetic energy is being continuously supplied to the growing eddies. Although the eddy-driven transport is adiabatic, eddies create vigorous stirring and initiate SI and mixing offshore, leading to high entrainment coefficient values.
c. Energetics
At 10 days, baroclinic and symmetric instabilities in the two cases have not yet fully developed, but geostrophic adjustment has commenced. There are high values of PE to KE conversion in the shelf region in both cases, caused by the convective descent of the dense water from the forcing region and formation of the geostrophic jets. The conversion of KE to DISS has a well-defined peak in both cases around 13 km in x, corresponding to the location of the surface-intensified geostrophic jet and resulting shear. Overall, the two cases appear similar due to the lack of developed SI and eddies at 10 days.
When considering the 60-day plots, differences between the two cases emerge. The PE to KE conversion plot is still similar between the two, with a peak produced by the surface-intensified geostrophic jet around 25 km. However, for the 2D SI-dominated case, the conversion of KE to DISS follows the curve for the conversion of PE to KE very closely; the flux and time change terms are very small. This is not at all the case for the 3D baroclinic-eddy-driven case; here, the conversion of KE to DISS is much smaller in magnitude than the conversion of PE to KE. In other words, the potential energy is being used to feed the baroclinic eddies that are still growing (even at 60 days); kinetic energy of the system is being increased, as is evident from the positive time change term. The difference in KE dissipation highlights the contrasting mixing pathways of the 2D and 3D cases. The growing KE of the mesoscale eddies leads to increased stirring and volume entrainment moving offshore. In 2D, mixing primarily occurs by submesoscale alongslope SI acting to efficiently dissipate the kinetic energy of the geostrophic jet.
d. Relevance of results to the real ocean
Though the simulations presented in this work are idealized process studies, the results are relevant to numerous real-world flows. As stated previously, initial conditions and forcing values are based on observations obtained in the Kara and Barents Seas. Coastal regions in the Eurasian and Canadian basins are similarly stratified and forced during the fall and winter seasons, both in the initial sea ice formation phase and for ice-covered regions experiencing brine secretion (Cavalieri and Martin 1994). The continental slope magnitude is based on a Kara Sea transect (Rudels et al. 2000), with an average of 3.5° and maximum of 8°. Slopes around the Arctic are of similar scale (Jakobsson 2002). Although Arctic shelf widths reach hundreds of kilometers (our shelf was only 15 km), the majority of the dynamics occurs as the relatively homogeneous dense water moves off the shallow shelf and undergoes geostrophic adjustment. We hypothesize the dynamics will be fundamentally unaltered for a larger shelf, although the presence of dense water at the shelfbreak may be more transient and diluted. In the Antarctic, continental slopes similarly average 3°–6°, and forcing conditions initiating dense shelf overflows (with vertical thicknesses ~300 m or less) have been observed, particularly in the Ross and western Weddell Seas (Baines and Condie 2013). Overflows forced by evaporation at intermediate latitudes may also be susceptible to analogous instability dynamics. More broadly, these results add to the growing body of evidence emphasizing the role of submesoscale and frontal instabilities in the dissipation of balanced, geostrophic flows.
7. Summary
We have revisited the climatically significant problem of overflow dynamics, resolving the submesoscale range of motion. We focus our study on the vast Arctic shelves and examine three progressively complex scenarios—nonrotating 2D, rotating 2D, and rotating 3D—corresponding to different overflow regimes. The nonrotating 2D case behaves according to known theory. Gravitationally unstable water descends along the slope until reaching a level of neutral buoyancy within the uppermost 300 m of the water column, even for extreme forcing magnitudes. However, once rotation is added, the problem changes drastically; rotation confines shelf water laterally, allowing it to attain a larger density anomaly and become susceptible to a variety of instabilities.
We have identified novel dynamics in the rotating cases—in both 2D and 3D, the submesocale range is dominated by symmetric instability. In the 2D case, dense water flows offshore and undergoes geostrophic adjustment, forming a bottom-intensified jet and compensating surface-intensified jet. Ekman draining causes downslope descent of the lower jet, forming a highly dense alongslope front. SI is initiated, leading to vigorous mixing within the overflow. This regime applies for Arctic overflows in which the horizontal (alongslope) scales are below the baroclinic Rossby radius of deformation. In the 3D rotating case, geostrophic balance is broken by the onset of baroclinic instability, which leads to rapid downslope eddy transport of dense water. The character of the eddies is determined by forcing: strong forcing produces bottom-trapped eddies, while weak forcing (1/8 of the nominal value) leads to less-dense eddies propagating into the interior and attaining neutral buoyancy at intermediate depths. Although the 3D case is dominated by mesoscale eddies, there too is a strong signature of SI alongslope and at eddy edges.
Remarkably, we find that though they have very different dynamics, the rotating 2D and 3D cases lead to roughly the same final water mass distribution by density class. This result holds for all of the examined forcing magnitudes. In both regimes, buoyancy forcing cases corresponding to newly forming sea ice and strong atmospheric heat loss produce overflows ventilating the abyssal Arctic, while weaker forcing cases such as ice-covered regions that secrete brine slowly ventilate intermediate waters. For a given forcing magnitude, mixing in the SI-driven (2D) case is roughly the same as that in the eddy-driven (3D) case. In 2D, the mixing occurs through SI homogenizing negative Ertel PV regions, while in 3D, mixing occurs through the growth and vigorous volume entrainment initiated by baroclinic eddies. This is encouraging from the standpoint of modeling: magnitude of forcing, rather than model constraints, is the dominant factor determining final water mass characteristics. Although this study was idealized with respect to the Arctic, we believe the physical insights gained apply to a variety of overflow scenarios within the continental shelf regions of the real Arctic Ocean and worldwide. In subsequent work, we hope to study the contribution of SI to water mass modification and mixing relative to baroclinic eddies and address the need for its representation in larger-scale models.
Acknowledgments
We thank Robert Hallberg, Rong Zhang, and two anonymous reviewers for their thoughtful comments, and Stephen Griffies for insightful discussions on this work. This report was prepared by Elizabeth Yankovsky and Sonya Legg under Award NA14OAR4320106 from the National Oceanic and Atmospheric Administration, U.S. Department of Commerce. The statements, findings, conclusions, and recommendations are those of the authors and do not necessarily reflect the views of the National Oceanic and Atmospheric Administration or the U.S. Department of Commerce. This material is based upon work supported by the National Science Foundation Graduate Research Fellowship under Grant DGE-1656466. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the National Science Foundation.
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