Eyewall
Wind Profiles In Hurricanes
Determined By GPS Dropwindsondes
James L. Franklin1, Michael
L. Black2, and Krystal Valde1
1NOAA/NWS/TPC/National
Hurricane Center, Miami, Florida
2NOAA/AOML/Hurricane Research Division, Miami,
Florida
April
2000
1. Introduction
One of the more difficult problems for operational
tropical cyclone forecasters is the assessment of the
cyclone's maximum sustained surface wind. Even when
aircraft reconnaissance data are available, these are
typically obtained from the 700 mb (10,000 ft) level;
from these flight-level observations, the forecaster
is left to estimate the surface winds. Based on comparisons
of flight-level and buoy data, Powell and Black (1990)
recommended that a ratio of 63%-73% be used to reduce
reconnaissance flight-level wind observations. While
operational practices at the National Hurricane Center
(NHC) have varied over time, in recent years surface
winds have typically been taken to be 80%-90% of the
flight-level wind. In view of studies such as Powell
and Black, use of these relatively high ratios has periodically
resulted in criticism of NHC intensity estimates.
In 1997, the National Oceanic and Atmospheric
Administration (NOAA) and Air Force Reserve Command
(AFRC) hurricane reconnaissance aircraft began to deploy
Global Positioning System (GPS)-based dropwindsondes
(Hock and Franklin 1999) in
the hurricane eyewall. These instruments provide for
the first time, detailed, accurate profiles (15 ft vertical
resolution, with 1-4 mph accuracy) of the inner core
of a hurricane from flight level (typically 700 mb)
down to the surface. More than 350 such profiles have
been obtained through the 1999 hurricane season.
For this report we use the dropsonde data
to document the mean structure of the lowest 10,000
ft of the hurricane eyewall, and discuss the implications
for operational reductions of reconnaissance observations.
2. Data and Methodology
This study is based on a sample of 357 quality-controlled
eyewall profiles from the following hurricanes: Guillermo
and Erika
in 1997; Bonnie, Danielle, Georges, Mitch, Lester, and Madeline in 1998; and
Bret,
Dennis, Floyd, Gert, Irene, Jose, Lenny, Dora and Eugene in 1999. A majority
of these dropsonde releases were made from the 700 mb
level. For sondes released from NOAA aircraft, airborne
radar was used to determine whether a particular sonde
was released in the eyewall; for AFRC sondes we relied
on the comments of the operational air-crews, as well
as examination of flight-level wind profiles.
The individual soundings have been used to
construct a mean eyewall profile for the data set. Prior
to the averaging, the wind at each level in the drop
profile is normalized by the wind speed at 700 mb (10,000
ft).
3. Results
Figure 1 shows the mean eyewall
wind speed profile, where the wind at each level has
been normalized by the wind speed at 700 mb (taken from
the dropsonde profile, if available, or from the aircraft
700 mb flight-level wind at the time of launch, if not).
The strongest winds in the eyewall are found near 500
m (1600 ft) elevation; these are about 20% higher than
the 700 mb wind, owing to the warm-core nature of the
tropical cyclone. For comparison, the mean profile for
non-eyewall sondes within 200 miles of the cyclone center
is also shown. In the outer part of the vortex, the
low-level wind maximum is found at a somewhat higher
elevation and is not as pronounced as in the eyewall.
The ratio of the surface to 700 mb wind (R700)
is 0.78 in the outer vortex and 0.91 in the eyewall.
Note that the former figure is not far from Powell
and Black's (1990) estimate of 0.73. This is not
surprising given that their sample was comprised almost
exclusively of outer vortex observations.
The outward slope of the radius of maximum
wind (RMW) in the hurricane eyewall with height causes
the value R700 = 0.91 given above to be biased
slightly high, since many sondes are released inward
of the flight-level RMW in an attempt to measure the
maximum surface winds. When R700 is evaluated
only from sondes at the RMW a value of 0.88 is obtained.
This value should represent a lower bound on R700,
placing the true value of R700 between 0.88
and 0.91. Thus at least in the mean, the dropsonde
data confirm NHC's operational practice for the reduction
of aircraft reconnaissance data.
While a reduction factor of about 0.9 may
be appropriate in the mean, individual eyewall profiles
illustrate how difficult it can be to estimate a hurricane's
maximum surface winds from flight-level reconnaissance
data. Figure 2 show an example from 1998's
Hurricane Mitch. Over a period of several hours, the
NOAA Hurricane Hunter aircraft could find flight-level
winds no higher than 150 mph, yet this and several other
dropsondes indicated much higher wind speeds near the
surface. In this case, Mitch appeared to be weakening
from the "top-down"; the circulation at flight-levels
was decreasing but this trend had not yet begun at the
surface. On the other hand, several storms (including
Bonnie) have shown surface winds much lower than the
flight-level wind.
4. Operational Recommendations
Based on these and similar analyses for other
normalization altitudes, the following reduction factors
are recommended for reducing flight-level winds in the
inner core of a tropical cyclone to the surface (33
ft) level: for the 700 mb level, R = 0.90; for the 850
mb level (commonly flown in tropical storms), R = 0.80.
For investigative flights at 1,000 ft, R = 0.85. As
significant variations from these means have been noted
in individual storms; these guidelines can be modified
as conditions warrant. Storm-to-storm variability will
primarily be influenced by wind speed, cyclone convective
intensity, and sea-surface temperature.
The mean eyewall profile (Fig.
1) has implications for high-rise buildings and
elevated terrain. Table 1 gives the wind at various
altitudes as a percentage of the surface wind. Winds
at the top of a 30-story building will average about
20 mph (one Saffir-Simpson category) higher than at
the surface. This can be seen in an example
from Hurricane Georges (Fig. 3). In this case, the surface
winds are near the lower end of Category Three; yet
at an altitude of 300 ft the winds are now in the middle
of Category Four.
5. References
Powell, M. D. and P. G. Black, 1990: The
relationship of hurricane reconnaissance flight-level
wind measurements to winds measured by NOAA's oceanic
platforms. J. Wind Engineering and Industrial Aerodynamics,
36, 381-392.
Hock, T. F., and J. L. Franklin, 1999: The
NCAR GPS dropwindsonde. Bull. Amer. Meteor. Soc.,
80, 407-420.
| Table 1. Mean Hurricane Eyewall Wind Variation With Elevation
|
| Height
(ft) |
#
Storys |
Wind
(% surface) |
Pressure
Force
(% surface) |
| 33 (sfc) |
3 |
100 |
100 |
| 50 |
5 |
103 |
106 |
| 100 |
10 |
108 |
117 |
| 150 |
15 |
111 |
123 |
| 200 |
20 |
115 |
132 |
| 250 |
25 |
117 |
137 |
| 300 |
30 |
119 |
142 |
| 400 |
40 |
121 |
146 |
| 500 |
50 |
123 |
151 |
| 600 |
60 |
125 |
156 |
| 750 |
75 |
128 |
164 |
| 1000 |
100 |
131 |
172 |
Figure 1. Mean wind speed profile (normalized by 700 mb wind speed)
for eyewall and outer vortex soundings.
Figure 2. Wind speed profile from the eyewall of Hurricane Mitch
at 2337 UTC 27 October 1998. Vertical lines indicate
the boundaries of Saffir-Simpson Hurricane Scale categories.
Sloping dashed line indicates the peak flight-level
wind found during the reconnaissance flight, and its
conversion to an assumed surface wind using a 0.9 reduction
factor.
Figure 3. Wind speed profile from the eyewall of Hurricane Georges
at 1959 UTC 19 September 1998. Vertical lines indicate
the boundaries of Saffir-Simpson Hurricane Scale categories.
|