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Simulations and Observations of Extreme Low-Level Updrafts in Hurricane Isabel ... Buoyancy of convective vertical motions in the inner core of intense hurricanes. ... – PowerPoint PPT presentation

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Title: KEE


1
Simulations and Observations of Extreme Low-Level
Updrafts in Hurricane Isabel
Daniel P. Stern1, David S. Nolan1, and Sim D.
Aberson2 1Rosenstiel School of Marine and
Atmospheric Science, University of
Miami 2Hurricane Research Division, AOML/NOAA
  • Introduction
  • Extreme low-level updrafts have previously been
    found to be a ubiquitous feature of intense
    tropical cyclones (Stern and Aberson 2006).
    Herein, we demonstrate that high resolution
    simulations of Hurricane Isabel produce similar
    features, and we investigate their cause.
  • There are numerous unanswered questions
    regarding low-level updrafts within tropical
    cyclones. These include their origin, spatial
    distribution, and relationship to larger scale
    structure and intensity. Some studies have
    concluded that eyewall updrafts are generally
    forced by local buoyancy (Braun 2002), while
    others (Zhang et al. 2000) have found the forcing
    to be due to dynamic pressure gradient forces.
    Numerous studies have found the environmental
    vertical wind shear to be critical to the
    organization of updrafts within tropical cyclones
    (e.g. Corbosiero and Molinari 2003), with
    updrafts found preferentially downshear-left or
    left of shear, depending on the study. Other
    studies have also found motion-induced frictional
    asymmetry to be important, with updrafts located
    preferentially in the right-front quadrant
    relative to storm motion. Most of these studies
    were not looking at low-level updrafts in
    particular, however. It is possible that these
    features are dynamically distinct from mid/upper
    level updrafts, in which case their cause and the
    mechanisms which control their distribution may
    be different.
  • Summary
  • We have shown that high-resolution simulations
    of Hurricane Isabel are able to produce very
    strong low-level updrafts, which compare
    favorably to observations, in magnitude and
    spatial distribution. By tracking an individual
    extreme updraft at high temporal resolution, we
    have begun to elucidate some aspects of the
    complex dynamics involved in producing these
    features. In particular, we have demonstrated
    that the forcing for the tracked updraft cannot
    be local buoyancy. This very likely holds true
    for other similar simulated features, which
    requires that dynamic nonhydrostatic pressure
    gradient forces must be the forcing. While this
    is more difficult to demonstrate in the
    observations, we should note that the same rough
    estimate of the thermal perturbations required to
    generate such updrafts applies equally well. 15
    m/s updrafts have been observed at and below 500
    m height, and a 13.1 m/s updraft was observed at
    140 m in Isabel on the 12th. Such an updraft
    would require a 19 K temperature perturbation if
    produced by buoyancy! Therefore, the observed
    upsondes are also very unlikely to be driven by
    buoyancy.
  • It appears that some of the strongest simulated
    horizontal winds are found slightly upstream,
    radially outward, and below the extreme updrafts
    (not shown). This is consistent with the
    production of vertical vorticity by the updraft
    in a region of very strong radial shear of the
    mean tangential winds. The extreme low-level
    updrafts are potentially an important mechanism
    by which the strongest horizontal windspeeds in
    tropical cyclones are produced. This is also
    consistent with the strong overlap between the
    observed upsondes and the set of all sondes in
    which 90 m/s horizontal winds are found. This
    may have implications for the mechanism by which
    extreme wind damage is produced in landfalling
    major hurricanes.
  • Evolution of a Single Extreme Updraft
  • Sensitivity to horizontal resolution and to
    boundary layer parameterization scheme
  • To examine sensitivity of updraft strength to
    resolution we compare the simulation with 444 m
    resolution to one with 1.33 km resolution. To
    ensure that differences are dynamically
    meaningful, the simulations are compared on the
    same 1.33 km grid. Additional simulations were
    performed at 444 m resolution, but with the drag
    coefficient at 80 of its original value, and
    with the depth of the boundary layer reduced to
    80 of its original value.
  • Shown to the right are plots of the vertical
    velocity of the strongest updrafts versus height.
    The resolution of the simulation is given in
    the legend as 1.33km or 444m. d03 refers
    to output on the 1.33 km grid while d04 refers
    to output on the 444 m grid. The upper plot is
    of the maximum vertical velocity anywhere in the
    domain, at each height, and so is not indicative
    of the structure of actual individual updrafts.
    The lower plot is of the vertical velocity at
    each height following the track of the strongest
    updraft in the domain at a height of 1.5 km. In
    both plots, data are averaged over the hourly
    output at each height.
  • The updrafts are substantially stronger when
    simulated at higher resolution.
  • The height at which the maximum vertical
    velocities are found is lower for the simulation
    at higher resolution, with a sharper peak. When
    following individual features, the heights of the
    maximum low-level updrafts are the same.
  • For Cd.8, the maximum vertical velocities are
    weakened by several m/s, while their height
    remains unchanged.
  • For PBL.8, the maximum vertical velocities are
    strengthened by several m/s, and the height of
    the maximum lowers by 500-750 m.
  • The height of the individual extreme updrafts is
    only 250 m lower in PBL.8. This difference is
    partly because there are some extreme 500-1000 m
    updrafts in PBL.8 which are not the strongest
    feature at 1.5 km, but that are the single
    strongest feature at any height.
  • A single updraft was tracked from 20 second
    output, from 180000-181340 UTC. The maximum
    intensity was 27.5 m/s at 1500 m height at
    180620 UTC. The vertical velocity is plotted
    below as a function of height, tracking the
    maximum in space and time.

Storm Relative Trajectory of Updraft
  • Model
  • We use WRF version 2.2 to simulate Hurricane
    Isabel (2003) from 00Z 12th until 00Z 14th. The
    initial and lateral boundary conditions are
    provided by the GFDL 6-hourly analyses. There
    are 40 vertical levels, equally spaced in
    pressure. For the control simulation we use 4
    nested grids with horizontal resolutions of 12,
    4, 1.33, and .444 km. The YSU PBL scheme is
    used, with a modified drag coefficient based on
    the results of Donelan et al. (2004). The WSM
    5-class scheme was utilized for microphysics
    (Hong et al. 2004), while for radiation the RRTM
    longwave (Mlawer et al. 1997) and Goddard
    shortwave (Chou et al. 1998) schemes were used.
    Output was saved at hourly intervals, except
    18-19Z 12th, when 20 second output was saved.

Vertical Vorticity (colored) and 10 m/s Vertical
Velocity (contoured)
  • Intensity and Location of Simulated and
    Observed Updrafts
  • In Stern and Aberson, observed updrafts were
    identified as extreme when vertical velocity
    exceeded the terminal fall speed of the dropsonde
    (roughly 12-14 m/s). In our simulations, there
    are updrafts which exceed this criterion at
    almost all times, at all levels between 500 m and
    5 km (which is the highest level we examine).
    The strongest updrafts are generally found
    between 1-2 km height. The maximum simulated
    updraft on the 12th is 28.0 m/s. By comparison
    the maximum observed updraft from a dropsonde in
    any storm is 25 m/s (Ivan). The strongest
    simulated downdraft is -18.7 m/s, compared to
    -17.7 m/s from a dropsonde in Hurricane Mitch.
  • In Isabel on the 12th , extreme updrafts were
    observed by 6 dropsondes at 3 different times.
    The sondes first encountered the updrafts at
    various heights between 140 m and 1500 m. The
    maximum vertical velocities were between 13.1 and
    17.3 m/s. The upsondes were located 21-28 km
    from the center.
  • For comparison, the storm relative locations of
    all simulated updrafts exceeding 15 m/s at a
    height of 1 km from 15-23Z are plotted (blue)
    along with the upsondes (red). During this time,
    the observed vertical shear was from the north at
    12 kt, while the storm motion was towards the
    west at 4 kt. The simulated and observed
    updrafts are located in regions favored by shear,
    but not motion. The simulated extreme updrafts
    are located 10-15 km outward from the observed,
    which is consistent with the simulated storm
    being too large by the same amount. Roughly 85
    of the simulated 15 m/s updrafts below 2 km
    height occur in the left of shear semicircle (not
    shown).
  • Acknowledgments
  • D. Stern has been supported through a University
    of Miami Graduate Fellowship, and D. Nolan was
    supported by NSF grant ATM-0432551.

Vertical Velocity at 1, 3, and 5 km
  • The maximum vertical velocity increases from 11.9
    to 27.5 m/s in just over 6 minutes, with a 9.5
    m/s increase in just 3 minutes.
  • The updraft decays to 7.3 m/s at z1.5 km in the
    following 7 minutes, with a 12 m/s decrease in
    the final 3 minutes.
  • The discontinuity evident at upper levels
    beginning at 1808 is indicative of the lack of a
    coherent updraft above these heights (it cannot
    be tracked properly). The updraft appears to
    weaken and subsequently disappear from above.
  • As the updraft decays, it moves inward at low
    levels by about 3 km over a 5 minute period.
  • The updraft tilts outward with and slightly
    cyclonically with height. At 30 km radius, the
    azimuthal tilt is 250 m/km, while the radial
    tilt is 2-3 times as large.
  • References
  • Aberson, S. D. and D. P. Stern, 2006 Extreme
    horizontal winds measured by dropwindsondes in
    hurricanes. Preprints, 27th AMS Conference on
    Hurricanes and Tropical Meteorology, Monterey,
    CA, April 2006.
  • Braun, S. A., 2002 A cloud-resolving simulation
    of Hurricane Bob (1991) Storm structure and
    eyewall buoyancy. Mon. Wea. Rev., 130, 1573-1592.
  • Chou, M.-D., M. J. Suarez, C.-H. Ho, M. M.-H.
    Yan, and K.-T. Lee, 1998 Parameterizations for
    cloud overlapping and shortwave single-scattering
    properties for use in general circulation and
    cloud ensemble models. J. Climate, 11, 202-214.
  • Corbosiero, K. L. and J. Molinari, 2003 The
    relationship between storm motion, vertical wind
    shear, and convective asymmetries in tropical
    cyclones. J. Atmos. Sci., 60, 366-376.
  • Donelan, M. A. et al., 2004 On the limiting
    aerodynamic roughness of the ocean in very strong
    winds. GRL, 31, L18306.
  • Eastin, M. D., W. M. Gray, and P. G. Black, 2005
    Buoyancy of convective vertical motions in the
    inner core of intense hurricanes. Part I General
    statistics. Mon. Wea. Rev., 133, 188-208.
  • Hong, S.-Y., J. Dudhia, and S.-H. Chen, 2004 A
    revised approach to ice microphysical processes
    for the bulk parameterization of clouds and
    precipitation. Mon. Wea. Rev., 132, 103-120.
  • Mlawer, E. J., S. J. Taubman, P. D. Brown, M. J.
    Iacono, and S. A. Clough, 1997 Radiative
    transfer for inhomogeneous atmospheres RRTM, a
    validated correlated-k model for the longwave.
    JGR, 102(D14), 16663-16682.
  • Shapiro, L. J., 1983 The asymmetric boundary
    layer flow under a translating hurricane. J.
    Atmos. Sci., 40, 1984-1998.
  • Stern, D. P. and S. D. Aberson, 2006 Extreme
    vertical winds measured by dropwindsondes in
    hurricanes. Preprints, 27th AMS Conference on
    Hurricanes and Tropical Meteorology, Monterey,
    CA, April 2006.
  • Zhang, D.-L., Y. Liu, and M. K. Yau, 2000 A
    multiscale numerical study of Hurricane Andrew
    (1992). Part III Dynamically induced vertical
    motion. Mon. Wea. Rev., 128, 3772-3788.
  • 7. What is the significance of these extreme
    low-level updrafts?
  • The simulated extreme low-level updrafts
    apparently decay rapidly with height above
    slightly above the inflow layer, and are
    essentially non-existent above 3 km. Strong
    updrafts of 10-20 m/s are simulated above 3 km,
    but these are not contiguous with the extreme
    low-level updrafts, are azimuthally very broad,
    and are apparently entirely different features.
    However, the location and timing of these
    updrafts indicates that they may be somehow
    dynamically related.
  • Shown below are radius-height cross sections
    through the azimuth of the maximum updraft at 750
    m height. To the right is an azimuth-height cross
    section at the radius 1 km outward of the maximum
    updraft at 750 m.
  • The updrafts are tightly coupled to very intense
    vertical vorticity maxima, which lie just
    radially inward of the vertical velocity maxima.
    The maximum vorticity is found at the lowest
    level.
  • There is often a very strong downdraft located
    just azimuthally upstream of the extreme
    updrafts.
  • There are extreme horizontal wind maxima
    associated with the updrafts, and these are found
    outward of and below the strongest vertical
    velocities.

Tangential Wind (color), W (contoured every 2
ms-1, zero omitted)
  • Are the extreme low-level updrafts buoyant?

  • At a minimum, parcels must accelerate from 0-15
    m/s between the surface and 500 m height. They
    must further accelerate to 25 m/s between
    500-1000 m.
  • If the forcing were constant with height/time,
    then the acceleration from 0-15 m/s would be
    152/(2500).225 m/s2
  • If buoyancy were the source of acceleration, then
    the virtual potential temperature perturbation
    would be roughly .225300/9.81 6.87 K. This is
    very large!
  • Perturbations in the simulation are an order of
    magnitude smaller, and are not even clearly
    positive at the location of the updraft.
  • The extreme low-level updrafts therefore must be
    due to dynamic nonhydrostatic pressure gradient
    forces.

Azimuth-height cross section of W (color), Zeta
(contoured every .005 s-1, negative dashed, zero
omitted)
Virtual Potential Temperature (colored) and
Vertical Velocity (contoured every 5 m/s starting
at 10 m/s)
Zeta (color), W (contoured every 5 ms-1, zero
omitted)
Tangential Wind (color), W (contoured)
Radial Wind (color), W (contoured)
11. Corresponding Author Daniel
Stern RSMAS/MPO 4600 Rickenbacker
Causeway Miami, FL 33149 Email
dstern_at_rsmas.miami.edu
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