1. Introduction
Supercell thunderstorms develop in environments with strong vertical wind shear and their defining—and arguably most spectacular—characteristic is their persistent, rotating updraft (Doswell and Burgess 1993). Although the association between updraft rotation and ambient wind shear has been recognized in some of the earliest formal documentations of rotating thunderstorms (Wegener 1917, 1918; Markgraf 1928), it was not until the 1960s that Ludlam (1963, p. 24) and Browning and Landry (1963) speculated that thunderstorm rotation may result from tilting of ambient shear vorticity. Barnes (1970) subsequently explored observational data, which supported the viability of this mechanism and it was around that time that these storms were christened “supercells” (Browning 1962, 1964). Early numerical modeling efforts further bolstered the notion of updraft rotation being a result of upward tilting of horizontal shear vorticity (Schlesinger 1975; Wilhelmson and Klemp 1978), which was put on strong theoretical footing by Rotunno (1981), Lilly (1982), Rotunno and Klemp (1982), Davies-Jones (1984), and Rotunno and Klemp (1985).1
The process is most succinctly conceptualized using horizontal vortex lines associated with the ambient sheared flow (e.g., Davies-Jones 1984; Klemp 1987). These vortex lines are materially reoriented by the updraft, thus explaining how vertical vorticity arises (Fig. 1). However, whether this vertical vorticity is associated with a vortex (section 3a) cannot be inferred from this framework. The fact that visualizations typically include horizontal roll vortices surrounding isolated horizontal vortex lines seems to imply that the tilting mechanism directly leads to a vertically oriented vortex. However, since no mesocyclone-scale horizontal roll vortex is observed in the environment of supercells, it is not clear how the resulting vertical vorticity manifests itself. Moreover, tilting of a horizontal roll vortex into the vertical at the updraft edge would probably not explain the observed vorticity structure in a supercell.2 Smaller-scale horizontal circulations [horizontal convective rolls (HCRs)] may exist in a supercell’s environment (Nowotarski et al. 2015), but the development of updraft rotation does not require HCRs. Rather, numerical simulations reliably produce supercells in horizontally homogeneous environments (e.g., Rotunno and Klemp 1985; Wicker and Wilhelmson 1995; Dahl et al. 2012; among many others). Moreover, the horizontal scale of the vertical vorticity extrema related to the interaction of HCRs with supercells is much smaller than the scale of the mesocyclone (Nowotarski et al. 2015).
The question is thus how—and whether—the interaction of horizontal shear vorticity with an updraft results in a vertically oriented vortex. As will be shown, tilting of horizontal shear vorticity into the vertical may be understood in terms of differential vertical advection of horizontal momentum, and the resulting flow field is not a vortex in general.
A robust understanding of vortex formation in a convective updraft is desirable because of the concomitant pressure perturbations, which may facilitate updraft propagation (Rotunno and Klemp 1982; Weisman and Rotunno 2000; Davies-Jones 2002) and intensification (Brooks and Wilhelmson 1993; Weisman and Rotunno 2000). In fact, the pressure field due to the vorticity in a supercell’s updraft is the defining dynamical characteristic of a supercell that sets it apart from nonsupercellular storms, and it plays an important role in the supercell’s vigor and longevity. Moreover, hydrometeor pseudotrajectories strongly depend on the horizontal flow structure in the updraft (Dennis and Kumjian 2017), and an understanding of how the ambient wind profiles affect this structure may be helpful in developing more detailed knowledge about the growth mechanisms of large hailstones.
The purpose of this paper is to
clarify the mechanism behind the tilting term when horizontal shear vorticity is reoriented into the vertical, and
present the mechanisms that lead to updraft rotation.
The analysis begins with simple conceptualizations using canonical hodographs, which will be presented in section 2. A more formal approach, including shear- and curvature-vorticity equations as well as numerical simulations will be introduced in sections 3 and 4, and the results will be presented in section 5. A discussion is offered in section 6, followed by conclusions in section 7.
2. Conceptualization of the tilting term
To gain a qualitative understanding of the mechanism underlying the reorientation of horizontal shear vorticity into the vertical, a heuristic model using material surfaces will be used (Dahl 2006). Material surfaces may conveniently be defined by the common height of parcels at an arbitrary reference time
Instead of considering a single Z surface, one might consider a number of vertically stacked Z surfaces, with flow speed and/or direction varying on each surface, as shown in Fig. 3. Each individual surface will be displaced upward (downward) within the updraft (downdraft), whereupon a stack of upward-bulging Z surfaces arises (Fig. 4a). Now consider a horizontal slice through this configuration at a given height and time t. The result is the horizontal Z field at time
As the horizontal flow on each Z surface is homogeneous and constant in time, the horizontal wind in Eulerian space is obtained simply from the initial vertical wind profile and the configuration of the time-dependent Z surfaces. The wind along each Z contour on a horizontal plane corresponds to the wind at the height where the respective Z surface originated. As a final assumption, the Z field is taken to be axisymmetric, which allows for an easy interpretation of the result, but which affects the shape of the up- and downdraft for a given wind profile. However, this assumption has no effect on the interpretation of the heuristic results.
a. Crosswise horizontal vorticity
Consider the case of vertically sheared, unidirectional flow, as shown in Fig. 3. If we assume the updraft to be stationary, this corresponds to the canonical crosswise vorticity scenario. The vertical cross section parallel to the flow through the stack of Z surfaces corresponds to the configuration depicted in Fig. 4a. The updraft is found at all levels to be on the left (upstream) side of the Z hills because the flow is unidirectional. Using six Z surfaces and allowing the horizontal flow to be preserved on these surfaces, a flow pattern shown in Fig. 5 arises. An updraft (downdraft) is present where the arrows have warm (cool) colors. As can be seen, differential momentum advection in this case leads to unidirectional flow within the updraft, which is not surprising because the ambient flow is also unidirectional at all levels. Momentum advection thus cannot engender changes in the flow direction. A couplet of vertical shear vorticity
b. Streamwise horizontal vorticity
As another canonical wind profile, consider a semicircular hodograph with veering shear in a reference frame in which the updraft–downdraft couplet is stationary and located at the hodograph’s center of curvature. The flow magnitude does not change with height, and, as in the previous example, the updraft is found on the local upstream side of the Z minimum. The result is shown in Fig. 6. The updraft spirals toward the center of the Z minimum, and it exhibits a cyclonically curved flow. Anticyclonic curvature is present in the downdraft (blue arrows in Fig. 6). There are no variations in flow magnitude within the updraft or downdraft because the wind speed is constant in the ambient wind profile.
The implication is that if streamwise horizontal vorticity is tilted into the vertical, vertical curvature vorticity arises. Importantly, the cyclonic vorticity is located amid the updraft (rather than at its flanks), consistent with Lilly (1982) and Davies-Jones (1984).
This scenario highlights a curious aspect of the flow: the upward-bending streamlines in 3D space are straight lines if projected onto the horizontal plane. However, at a given level, the horizontal wind vectors associated with these 3D streamlines, which intersect that level, may result in a curved flow pattern if the wind is turning with height. In fact, the 3D streamlines may even be curved anticyclonically, and they may still result in cyclonic curvature on a 2D plane (Fig. 7), as was observed by Klemp and Wilhelmson (1981) and Lilly (1986).
c. Intermediate horizontal vorticity
In the more common case where the ambient flow is characterized by both streamwise and crosswise vorticity, a pattern that combines both previous cases is obtained (Fig. 8). Here, the angle between the ambient vorticity and wind vectors varies between 10° and 35° with height. As shown in Fig. 8, the curvature vorticity tends to be maximized upstream of the Z minimum within the updraft, which is to be expected as the tilting of streamwise vorticity occurs upstream of the updraft (the streamwise vorticity component is parallel to the velocity vector). Shear vorticity, on the other hand, is accumulated at the lateral flanks of the Z minimum relative to the local flow, consistent with the pure-crosswise-vorticity scenario. The rule for intermediate shear profiles is thus that the streamwise horizontal vorticity component contributes to vertical curvature vorticity within the updraft, while the horizontal crosswise vorticity component results in vertical shear vorticity at the flanks of the updraft.
Using (for now) the intuitive notion of a vortex as being characterized by a circular, closed streamline pattern, it is apparent that tilting of horizontal shear vorticity into the vertical alone generally cannot explain vortex formation in the updraft. In the following section, the above heuristic arguments will be approached from a more formal perspective.
3. Definition of rotation and the shear and curvature vorticity equations
a. Local rotation
Although a number of rather sophisticated criteria for identifying 3D vortex structures have been developed (e.g., Jeong and Hussain 1995; Haller 2005; Wu et al. 2006, p. 310 ff), on a 2D plane most of these vortex definitions are equivalent. An example of a vortex criterion is the Okubo–Weiss (OW) number (Wu et al. 2006; Markowski et al. 2011), which highlights flow regimes in which rotation dominates over strain (corresponding to a negative OW number). On a 2D plane, the OW number is related to the right-hand side of the Poisson pressure equation (Bradshaw and Koh 1981), which diagnoses a pressure minimum within and surrounding regions dominated by rotation. Thus, a negative OW number highlights vortices consistent with the intuitive measure of a vortex as a local pressure minimum (Wu et al. 2006). If inclusion of the vortex intensity is not desired in the definition of a vortex, one might use the kinematical vorticity number, which is the ratio of the rotation and strain rates (Truesdell 1954; Schielicke et al. 2016). While these measures are valuable in identifying vortex structures, they do not provide a useful dynamical framework for understanding vortex genesis. The most powerful tool to analyze vortex dynamics thus remains the vorticity framework, although it provides merely a local measure of rotation, and hence it does not unambiguously reveal vortex formation. In this work, the vorticity concept, refined by considering curvature and shear vorticity, will be applied. The following considerations connect the vorticity framework with the nonlocal definitions of a vortex:
A sheared flow is characterized by zero curvature vorticity and equal amounts of rotation and strain (e.g., Batchelor 2002, p. 83), which leads to zero dynamic pressure deficits and zero OW number, consistent with the intuitive notion that no vortex is present despite the nonzero vorticity. The implication is that a region of pure shear vorticity cannot contain a vortex.
Solid-body rotation, which is characterized by zero strain and pure rotation, exhibits equal amounts of shear and curvature vorticity (this is readily shown by writing ζ in polar coordinates). Given the absence of straining motion, there is a pressure deficit in the vortex center, and the OW number is negative, consistent with closed streamlines. Equal amounts of shear and curvature vorticity of like sign are thus required for solid-body rotation.
Finally, if a flow is characterized only by curvature vorticity and no shear, a closed streamline pattern cannot be achieved, and hence no vortex could be present.
Based on these considerations, a local vortex criterion is that shear and curvature vorticity ought to have the same sign and magnitude (solid-body rotation). However, since most real-world vortex cores are not in perfect solid-body rotation, the vortex criterion used herein is that shear and curvature vorticity need to have similar magnitudes but the same sign. Such a flow is in local solid-body-like rotation, which in the following will be referred to simply as “local rotation.” It is clear that no vortex, or local rotation, can exist if only one flavor of vorticity, curvature, or shear, is present. Also, consistent with the heuristic model, upward tilting of either streamwise or crosswise horizontal vorticity alone cannot result in local rotation. Note, however, that in intermediate cases such as discussed in section 2c, some parts of the inflow may contain suitably oriented streamwise and crosswise vorticity, which may in principle be tilted upward to result in local rotation. This point will briefly be addressed again at the end of section 5a.
b. Vertical shear and curvature vorticity equations
Equipped with this background, the implication is that tilting of horizontal streamwise or crosswise shear vorticity alone—which represent the two commonly discussed scenarios in supercell dynamics—cannot explain updraft rotation in the supercell. If shear (curvature) vorticity develops in the updraft because of the tilting and stretching terms, partial conversion to curvature (shear) is required for local rotation. In the remainder of the paper, the details of this mechanism will be explored.
4. Modeling framework
To address vortex formation in sheared updrafts, results from two numerical simulations using the Bryan Cloud Model 1 [CM1; Bryan and Fritsch (2002) and the appendix of Bryan and Morrison (2012)], release 17, will be presented. The horizontal grid spacing in both simulations is 250 m, and the vertical grid spacing increases from 100 m near the ground to 250 m at the top of the domain, which is at 20 km AGL. The horizontal domain size is about 120 km in each direction. A sponge layer is employed in the upper 4 km of the domain to limit reflection of vertically propagating gravity waves at the upper boundary. The lateral boundary conditions are open, and the top and bottom boundary conditions are free slip. The single-moment Gilmore et al. (2004) microphysics scheme is used (with a rain intercept parameter of 106 m−4). The thermodynamic profile in all simulations is taken from Weisman and Klemp (1982) (using a surface potential temperature of 300 K and a surface water vapor mixing ratio of 14 g kg−1).
To initiate the updrafts, convergence forcing (Loftus et al. 2008) as well as “warm bubble” forcing were used. Although the cells develop faster if the bubble forcing is utilized, the main results are insensitive to the forcing. However, while the convergence forcing is active, the artificial nature of this forcing would render budget calculations of shear and curvature vorticity unreliable. For this reason, the results from the experiments using the warm bubble will be discussed.
To apply the shear and curvature vorticity equations, a trajectory analysis was performed. Trajectories are calculated online within CM1 and obtained using a fourth-order Runge–Kutta scheme and trilinear spatial interpolation on every large model time step (2.0 s). The terms on the rhs of the shear and curvature vorticity equations are cast in Cartesian form (see appendix), approximated to second-order accuracy on staggered grids, and then interpolated to the parcels’ locations. Parcel data are stored every 10 s. Finally, the individual terms on the rhs of the vorticity equations are integrated over time using a trapezoidal scheme with a 10-s time step.4
The goal was to present simulations of updrafts in environments with purely crosswise and purely streamwise vorticity. The straightforward approach is to initialize updrafts in vertical wind profiles featuring straight and circular hodographs. In the straight-line hodograph case with zonal flow increasing linearly from −15 m s−1 at the ground to +15 m s−1 at 7.5 km AGL, at least initially the base-state vorticity is purely crosswise, rendering this case suitable for analysis. Unfortunately, the circular hodographs (using a full- and semicircle hodograph with a constant wind speed of 10 m s−1 and a veering rate of 60° km−1) do not result in streamwise updraft-relative base-state vorticity because the motion vector of the nascent updraft does not lie in the center of the hodograph. One reason is that the full-physics simulations include buoyancy, which is zero in the steady-state Beltrami solutions where updraft motion does fall on the center of the hodograph. However, almost perfectly streamwise vorticity in the inflow was attained by a mature supercell using the quarter-circle hodograph of Weisman and Rotunno (2000). While these two scenarios represent different stages in the storm’s life cycles, they do highlight the similarities and differences between the straight- and curved-hodograph cases. Also, the maturity of the vortex may not be as important because of the Lagrangian nature of the analysis.
The different flavors of vorticity are not Galilean invariant (Viúdez and Haney 1996), so a frame of reference must be chosen for the analysis. As pointed out by Davies-Jones (1984), the relevant frame in supercell dynamics is the updraft-relative frame. The ensuing analysis is thus performed in that frame, which is achieved by using a grid motion that matches the storm motion.
Conversion terms
When writing out the conversion terms [Eq. (A19)] in Cartesian coordinates, they expand into a collection of terms that involve multiple products of first- and second-order derivatives. Unfortunately, numerical truncation errors escalate if products of second-order derivatives are involved, and the directly integrated shear and curvature vorticity thus tend to drift away from the known interpolated vorticity values along the trajectories.
5. Simulation results
First, we will focus on the initial vortex development within a convective updraft developing in a kinematic environment characterized by purely crosswise base-state vorticity. These early vortices in this simulation are related to the first updraft pulse associated with the warm bubble and most closely represent the theoretical models describing the onset of updraft rotation (Lilly 1982; Davies-Jones 1984). Subsequently, an analysis of a mature supercell will be presented.
a. Crosswise vorticity scenario
The first appearance of horizontally perturbed flow associated with the updraft, which is characterized by a combination of sheared and curved flow, corresponds to a weak vertical vorticity dipole straddling the updraft (Fig. 9a). Within a few minutes, the flow develops a couplet of coherent vortices, consistent with regions of negative Okubo–Weiss numbers (Figs. 9b,d) and negative pressure perturbations. With some delay, the same development can be observed at successively higher levels as the updraft grows upward (not shown).
The pressure field, which will play an important role in the interpretation of the results, initially appears to be related to the linear interaction between the updraft and the ambient wind shear (Fig. 9a), leading to high (low) perturbation pressure on the upshear (downshear) side of the updraft (Rotunno and Klemp 1982; Markowski and Richardson 2010, p. 31). However, the pressure field quickly becomes dominated by two minima centered on the developing vortices (Rotunno and Klemp 1982, 1985). During vortex formation, the flow in the updraft center reverses direction against the pressure gradient acceleration (which points to the east in Fig. 9a).
To gain an understanding of this development, a total of 77 775 forward trajectories was seeded in a box surrounding the updraft (
There appear to be two regimes of trajectories, those below about 3 km AGL (Fig. 10a), and those originating above that level (Fig. 10b). In most real-world severe thunderstorm environments, the trajectories originating from higher than about 3 km would be located within the elevated mixed layer (Carlson et al. 1983), which is characterized by dry, and at best weakly buoyant air. It is thus unlikely that these parcels contribute to updrafts in typical storm environments. The fact that they are identified here could be related to the CAPE profile of the Weisman–Klemp sounding, which is uncharacteristically moist through midlevels. Since these parcels do contribute in this simulation, however, they are retained in the analysis. Although the details of vorticity evolution among individual trajectories vary, the vast majority share a common basic behavior (including trajectories from above the 3-km level), an example of which will be shown in detail in the next subsection.
Trajectory analysis
A representative member of the low-level trajectories is parcel number 150. The parcel enters the storm from the southeast and rises from about 600 to 1900 m AGL by 530 s, while it becomes part of the nascent cyclonic vortex at the southern flank of the updraft (Fig. 11). To check whether the integration of the tilting and stretching terms is accurate (and, consequently, whether the conversion terms may be treated as residual), the integrated tilting and stretching terms of the shear and curvature vorticity equations were summed up and compared to the interpolated total vertical vorticity (black line in Fig. 12). The integral matches the interpolated vorticity, such that the conversion terms may be inferred from the residuals. The time series also shows that the parcel acquires similar amounts of shear and curvature vorticity, suggesting that it is in a state of local rotation. To understand this development, Fig. 13a shows the different contributions to changes in shear vorticity along the parcel trajectory. While the effect of upward tilting of crosswise vorticity is positive through much of the period, it is much weaker than the action of the conversion and stretching terms. From this analysis, it cannot be inferred whether the stretching term acts on shear vorticity that resulted from tilting or from conversion, but it is clear that the conversion terms are at least as important as the combined effects of tilting and stretching. Shear vorticity in the updraft thus does not primarily result from tilting of crosswise vorticity but, to a significant portion, from conversion of curvature vorticity. The processes by which curvature vorticity arises are shown in Fig. 13b. The increase in curvature vorticity is dominated by the tilting and stretching terms. The conversion terms predominantly deplete curvature vorticity to the benefit of shear vorticity, especially after about 400 s. In light of the discussion in section 2, these results are perhaps surprising, because one might have expected that in the crosswise vorticity case the shear vorticity would result mainly from the tilting term (and subsequent stretching). The implication of this result is that, although the base-state vorticity is crosswise, it is mostly streamwise vorticity that is being tilted upward.
The main contributor to the increase of streamwise vorticity is the curvature term, as shown in Fig. 14. This term engenders the development of streamwise vorticity in curved deformation flows if crosswise vorticity is present [see Shapiro (1969) and Scorer (1978, p. 84 ff.); this phenomenon is often referred to as the river-bend effect]. Since this term depends on the crosswise vorticity, which may change via, for example, stretching, the curvature term is not in general an exchange term (i.e., the crosswise vorticity is not depleted at the same rate as streamwise vorticity is gained via the curvature terms). Tilting and stretching of the 3D vorticity vector into the streamwise direction contribute comparatively less to the increase of streamwise vorticity and appear to be related mainly to downstream acceleration and stretching. The baroclinic production is comparatively weak and antistreamwise before the parcel starts rising around 250 s. The curvature effect that leads to an increase of streamwise vorticity is revealed in Fig. 15, depicting the horizontal velocity and vorticity vectors, as well as the angle between these vectors. Because there is a pressure deficit beneath and downshear of the buoyant updraft, the air accelerates toward the low pressure center. The result is that low-level parcels at the southern (northern) periphery of the updraft turn anticyclonically (cyclonically) toward the updraft (see the dip in curvature vorticity during the first
Although not presented in detail, parcels that originate from above the critical level (where the storm relative flow is zero) approach the updraft from the west and undergo a cyclonic curve instead of an anticyclonic one; during this turn, their horizontal vorticity is likewise converted to streamwise vorticity, such that their acquisition of shear and curvature vorticity proceeds in the same manner as for the parcel just analyzed. Trajectories initially above about 3 km (Fig. 10b) descend slightly as they curve around the updraft and acquire streamwise vorticity via the curvature effect and baroclinic production at the edge of the updraft. It is again predominantly the streamwise vorticity that is tilted into the vertical leading to curvature vorticity, while shear vorticity is attained via the conversion of curvature vorticity.
To gain a sense of the generality of these results, the bulk behavior of all 1111 parcels is shown in Fig. 16. The filled intervals show the interquartile range of the integrated variables, and the lines show the median values. Figure 16a reveals that the conversion term plays the dominant role in explaining the increase of shear vorticity. Although the strength (and even the sign) of the integrated tilting/stretching and conversion terms varies quite a bit, the bulk behavior highlights the importance of conversion from curvature to shear vorticity. The tilting/stretching contribution to shear vorticity is dominated by the stretching term (the net effect of tilting alone is slightly negative; not shown). The median curvature vorticity primarily grows because of tilting of streamwise vorticity and stretching, with some of this vorticity being converted to shear (Fig. 16b).
The main result of this experiment is that, although the far-field horizontal vorticity is crosswise, the near-storm vorticity at the southern flank of the updraft tends to be streamwise because of the horizontal accelerations associated with the perturbation pressure field. It is this streamwise vorticity that is tilted into the vertical, resulting in cyclonic curvature vorticity as the parcels rise. Shear vorticity develops via conversion at the expense of curvature vorticity. Interestingly, while in principle it would be possible for the updraft to attain local rotation directly via upward tilting of suitably oriented streamwise and crosswise vorticity (section 3a), the majority of the parcels do not follow that route (mainly because the velocity vectors are parallel to the horizontal updraft gradients, such that the crosswise vorticity cannot be tilted upward).
b. Streamwise vorticity scenario
The other simulation, using the quarter-circle hodograph, was carried out until a persistent supercell structure developed. During the mature stage of the storm (beginning about 3000 s into the simulation), the updraft is characterized by a broad, curved flow that does not exhibit closed streamlines in the storm-relative frame, however (Fig. 17). Rather, the pattern resembles a segment of a vortex in solid-body-like rotation, suggested by the fact that the shear and curvature vorticity have the same sign and roughly the same magnitude in the updraft and by the negative OW number (Fig. 17). The western edge of this “open” vortex is characterized by a stagnation zone, which usually gives rise to hydrometeor accumulation and hook-echo formation (Byko et al. 2009). It is not uncommon for supercell updrafts to lack a complete updraft-scale vortex at midlevels (e.g., Lemon and Doswell 1979; Bluestein and Gaddy 2001). However, transient, compact vortices often appear at the southern periphery of the updraft and are swept to its western flank (one such vortex is visible in Fig. 17, which will be addressed again in section 6).
To see how local rotation arises in this case, a total of 43 911 trajectories was initialized at 2700 s in a box given by
6. Discussion
a. Physical interpretation of the conversion terms
The conversion (or interchange) terms in the shear and curvature vorticity equations are related to the perturbation pressure gradient force (PGF) field, which in the present application is practically conservative and thus cannot create vertical vorticity (i.e., vertical baroclinic torques are zero). However, the PGF may create shear vorticity at the same rate that curvature vorticity is depleted, and vice versa. One way this conversion (i.e., the net effect of both conversion terms) may be conceptualized is to consider a simple 2D framework with two point masses that pass through the periphery of a potential well, as depicted in Fig. 21. The trajectories of the two masses were obtained numerically assuming a Gaussian potential well. Each mass has the same initial velocity. Both masses acquire, and then lose, cyclonic curvature during their journey through the well. At the same time, the mass closer to the center of the well experiences a greater longitudinal acceleration than the mass farther from the center, thus creating a speed variation in the direction normal to the direction of motion. If these two masses were to represent two fluid parcels, this differential acceleration would correspond to the production of anticyclonic shear. As the total acceleration is irrotational, the total vorticity remains constant (zero in this case) while the changes in shear and curvature vorticity are equal in magnitude but opposite in sign. Indeed, the parcels losing curvature vorticity in the updraft are located on the downstream side of the low center, as shown in Fig. 22, and the dipole-like distribution of the conversion term implied in Fig. 21 is evident. The conversion requires the flow to have a component normal to the pressure contours. The reason that these contours are not parallel to the flow is that the pressure field is not only determined by the rotational part of the flow, but also by deformation (in particular, by the linear interaction of the updraft with the base-state shear). Also note in Fig. 22 that the cyclonic updraft cores are dominated by negative values of the conversion terms, consistent with the trajectory analyses.
b. Connection to established concepts
Some of the results presented here seem to be at odds with the analysis by Lilly (1982) and Davies-Jones (1984), who predicted that updrafts in an environment with streamwise vorticity exhibit net cyclonic rotation (i.e., the updraft center coincides with the vertical vorticity center). Here it was found that, although mostly streamwise vorticity was tilted by the updraft discussed in section 5a, two counterrotating vortices (i.e., no net rotation) developed within the updraft. The cause of this discrepancy is the linear nature of the models by Lilly (1982) and Davies-Jones (1984). In these models, the base-state flow is not affected by the perturbation flow, and the inflow into the updraft is simply the base-state flow. In the full-physics numerical model, the inflow is altered by the perturbation pressure field surrounding the updraft. These nonlinear effects do not change the basic results of Davies-Jones (1984), because tilting of horizontal vorticity still occurs symmetrically at the southern and northern flanks of the updraft (i.e., in inflow contains streamwise vorticity at the southern flank of the updraft and antistreamwise vorticity at its northern flank).
c. Limitations of the shear and curvature vorticity approach
Because vorticity and its shear/curvature parts are a local measure of rotation, the analysis only reveals a necessary but insufficient condition for the presence of a vortex. In particular, only the local requirement for solid-body-like rotation (
d. Mesocyclone structure
The midlevel mesocyclone of the mature supercell only contains a segment of a vortex (there are no closed streamlines within the updraft). This behavior can be understood based on the model developed in section 2. Near the mature supercell, the vorticity was nearly streamwise. In this case, the storm-relative winds veered by nearly 180° in the inflow layer, which is typical for most supercell environments. Accordingly, tilting contributes to a flow that describes roughly a cyclonic 180° turn within the updraft (cf. Figs. 17, 6). Part of
However, this does not preclude the possibility of a deep coherent vortex to form, and ongoing research suggests that in these cases the vortex is made up of parcels carrying baroclinically augmented vorticity (J. M. L. Dahl 2015, oral presentation). These baroclinically augmented vortices tend to be rather compact and unsteady (such as those described by French et al. 2013). “Updraft rotation” thus involves additional processes not included in the results presented in this paper. The completion of the vortex within a supercell by what appears to be baroclinic vorticity is reminiscent of the divided mesocyclone structure introduced by Lemon and Doswell (1979).
The updraft-scale vortex segment may be referred to as “barotropic mesocyclone,” because it is fed by ambient (barotropic) vorticity [see e.g., Davies-Jones (2000) and Dahl et al. (2014)]. The trajectories in this flow regime do not exhibit a “swirling” pattern; rather, in environments with large streamwise vorticity they tend to be slightly cyclonically curved (Fig. 18) up until midlevels, where the mesocyclone typically is strongest [this still allows for an anticyclonic turn farther aloft as the parcels exit the updraft toward easterly directions, as suggested by Klemp and Wilhelmson (1981) and Lilly (1986)]. Swirling trajectories do appear in numerical simulations (e.g., Coffer and Parker 2017), but these seem to be associated with baroclinically augmented vorticity.
7. Summary and conclusions
In this study, the development of rotation in updrafts immersed either in crosswise or streamwise environmental horizontal vorticity was analyzed employing heuristic arguments, theory, and numerical simulations using CM1. Here, rotation is defined locally as vertical shear vorticity having the same sign and a similar magnitude as vertical curvature vorticity. Trajectory analyses were performed, quantifying the different mechanisms by which vertical shear and curvature vorticity change as parcels are rising in the updraft. This analysis leads to the following conclusions:
In canonical supercell environments, upward tilting of environmental horizontal vorticity alone cannot explain the onset of local rotation in updrafts. Rather, the tilting mechanism results in vertical shear vorticity if purely crosswise vorticity is tilted and in vertical curvature vorticity if purely streamwise vorticity is tilted.
The pressure gradient field surrounding sheared buoyant updrafts accelerates inflow air such that the horizontal vorticity attains a significant streamwise component even if the far-field horizontal vorticity is purely crosswise. The vertical vorticity developing in the updraft via tilting of this near-storm streamwise vorticity is thus manifest mainly as curvature.
For completion of local rotation, a mechanism not previously considered in supercell dynamics was found to be relevant: partial conversion from vertical curvature vorticity to vertical shear vorticity. This mechanism is tied to the perturbation pressure field and a necessary step in the development of local rotation.
A simulated mature supercell was found to ingest almost perfectly streamwise vorticity and consequently the tilting mechanism contributed to vertical curvature vorticity within the updraft. The horizontal flow structure in the updraft was characterized only by a segment of a vortex (i.e., curved flow in solid-body-like rotation), but without closed streamlines. This is consistent with a heuristic model that suggests tilting of streamwise vorticity to result in a broad, curved flow in the updraft. The change of direction within this curved flow appears to be directly related to the degree of veering in the vertical wind profile in the storm inflow. Partial conversion of this curvature to shear maintains (local) solid-body-like rotation.
This study was concerned only with the interaction of an updraft with ambient horizontal vorticity. Further study is warranted to analyze the role of baroclinically-augmented vorticity. Preliminary results suggest that this vorticity may augment the broad mesocyclonic flow such that compact vortices form. This seems particularly likely in intense supercells that are able to lift parcels with large baroclinic vorticity out of the cold pool.
Finally, the results presented here are fully consistent with well-established, previous findings regarding the reorientation of ambient vortex lines by convective updrafts, as well as the spatial correlation between vertical velocity and vertical vorticity extrema. However, the results add more detail about the flavor of vorticity that is produced via the tilting mechanism and emphasize the requirement for curvature-to-shear conversion to accomplish rotation in sheared updrafts.
Acknowledgments
Numerous beneficial discussions in the early 2000s with Drs. Chuck Doswell, Bob Davies-Jones, Bernold Feuerstein, and more recently with Drs. Matt Parker, Paul Markowski, and Fazle Hussain are gratefully acknowledged. Dr. George Bryan generously maintains and supports CM1, without which this research would not have been possible. Dr. Rich Rotunno, Brice Coffer, and two anonymous reviewers provided insightful comments that helped improve the initial version of the manuscript. The author fondly remembers numerous exchanges about severe storms with the late Prof. Werner Wehry of the Free University of Berlin, to whom this paper is dedicated.
APPENDIX
The Shear and Curvature Vorticity Equations
The derivation of the shear and curvature vorticity equations closely follows Viúdez and Haney (1996). The only difference is that the equations are formulated in height coordinates and that the Coriolis parameter is set to zero. The equations obtained here correspond to Eqs. (38) and (39) of Viúdez and Haney (1996).
The main steps in the derivation involve application of the material derivative operator to the expressions of shear and curvature vorticity in natural coordinates, a few vector identities and commutation rules of differential operators, and use of the Euler equations. The vector identities are most easily proven in index notation. In the following, Latin indices refer to horizontal dimensions while Greek indices run from one to three, and the summation convention is in force.
Inserting these expressions into the shear and curvature equations, after some algebra, leads to the desired Cartesian formulations.
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Rotation near the surface is most likely accomplished by a different mechanism than upward tilting of ambient vortex lines by an updraft (Dahl et al. 2014; Dahl 2015) and is not considered in this paper.
The initially horizontal vortex would wrap the ring-shaped vortex lines surrounding the updraft around itself, which would ultimately lead to a sheath of anticyclonic (cyclonic) vorticity enshrouding the cyclonic (anticyclonic) vortex that arises during tilting as discussed by Kida et al. (1995).
It is not uncommon for the tilting term to be visualized as a rigid, spinning object like a cylinder that is rotated in space [e.g., Dutton (1976, p. 341) or Holton and Hakim (2013, p. 105)]. However, such a rigid cylinder would precess if a torque acted on it, because unlike fluids it cannot be deformed. Moreover, per Eq. (1), no torque is involved during vortex-line reorientation.
Other numerical schemes as well as different output intervals were tested but yielded the same results.
Upon writing the lhs of this expression in index notation, one finds that
To verify, note that