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ORI GIN AL PA PER
Hurricane winds over the North Atlantic: spatial analysisand sensitivity to ocean temperature
Jill C. Trepanier
Received: 25 July 2013 / Accepted: 26 November 2013 / Published online: 15 December 2013� Springer Science+Business Media Dordrecht 2013
Abstract Hurricanes pose serious threats to people and infrastructure along the United
States Gulf and Atlantic coasts. The risk of the strongest hurricane winds over the North
Atlantic basin is analyzed using a statistical model from extreme value theory and a
tessellation of the domain. The spatial variation in model parameters is shown, and an
estimate of the limiting strength of hurricanes at locations across the basin is provided.
Quantitative analysis of the variation is done using a geographically weighted regression
with regional sea surface temperature as a covariate. It is found that as sea surface tem-
peratures increase, the expected hurricane wind speed for a given return period also
increases.
Keywords Hurricane � Risk � Extreme value � Tessellation
1 Introduction
Hurricanes are incredible atmospheric and oceanic events that lead to loss of life and
infrastructure. Hurricanes bring high winds, storm surge, heavy rain, flooding, and tor-
nadoes. More than 50 % of the United States population currently lives within 50 miles of
the coast, and as these numbers continue to increase, so will the loss of life and property
(USGS 2005).
Powerful winds from the most extreme hurricanes pose an even greater threat to life and
property than the weakest events. Hurricane severity is based on the magnitude of wind
speeds and categorized using the Saffir–Simpson hurricane wind scale (SSHWS) (Simpson
1971). Although it is possible that this scale will be changed significantly in the upcoming
years, scientists still use it to try and understand specific extreme events, or major hurri-
canes (Categories 3, 4, and 5 on the SSHWS) (Kantha 2006). Estimates of when and where
J. C. Trepanier (&)Louisiana State University, Baton Rouge, LA, USAe-mail: [email protected]
123
Nat Hazards (2014) 71:1733–1747DOI 10.1007/s11069-013-0985-3
the next major hurricane will strike are critical to society. The trouble is, hurricanes are
complex systems involving a wide range of spatial and temporal scales making them hard
to predict.
High-resolution weather prediction models are capable of forecasting the details of
extreme weather events of several days or so with skill that generally exceeds that
obtainable from empirical or statistical approaches. Improvements in model physics and
resolution will lead to better forecasts. However, reliable projections of hurricane activity
on the order of months to multiple decades remain a challenge. This is particularly true for
local assessments of future storminess.
Instead, local probabilities of strong hurricanes can be made using the record of his-
torical events and statistical models from extreme value theory. This is done in the study
Malmstadt et al. (2010) for a dozen cities across Florida. Results show that the risk of
strong hurricanes varies from place to place. In this regard, it would be useful to have risk
estimates everywhere hurricanes occur. This paper shows a way to visualize this localized
risk.
In past literature, hurricane occurrence estimates are provided across space using dif-
ferent approaches. One of the first attempts at calculating return periods was a study
conducted by Simpson and Lawrence (1971) where the authors analyzed the number of
strikes at multiple locations over a particular time period. A more recent example of a
similar method is in Keim et al. (2007) where the authors analyze 105 years of hurricane
storm occurrence at 45 locations along the US coast. Esnard et al. (2011) use a risk
displacement index to assess vulnerability to hurricanes, and Joyner and Rohli (2010) use a
kernel density estimation of tropical cyclones to estimate risk.
Here, an approach is demonstrated for estimating the regional risk of extreme
hurricane winds across a large spatial domain. The method combines a spatial tessel-
lation of the domain with extreme value modeling. The spatial tessellation uses equal-
area hexagons to bin the hurricane data and to provide a lattice for analyzing the
relationship between extreme value statistics and regional ocean temperature. The
hexagonal tessellation approach is similar to Brettschneider 2008. The method fits into
the literature on models for latent spatial processes (Cooley et al. 2007). A latent
process is one that cannot be observed, but is instead modeled through statistics. It is
assumed that there is a latent spatial process characterized by geographic information
that drives hurricane characteristics, much like (Cooley et al. 2007). The outputs from
the model are considered latent variables, and it is these that will be described and
visualized here.
Section 2 discusses the data used and the tessellation of the study area. Section 3
describes the strongest hurricanes, including distributions and the calculation of the sta-
tistical model parameters. Section 4 includes the geographically weighted regression
(GWR) models for each parameter and the 30-year return level using sea surface tem-
perature (SST) as the covariate. Section 5 summarizes the main points of this paper.
2 Data collation and study area tessellation
This study makes use of the National Hurricane’s Center’s (NHC) best-track data
(HURDAT), and the Earth System Research Laboratory gridded SST data. All analysis and
modeling is done using the R programming language (R Development Core 2010).
The best-track data set from the NHC contains the 6-hourly center locations and intensities
of all known tropical cyclones across the North Atlantic basin including the Gulf of Mexico
1734 Nat Hazards (2014) 71:1733–1747
123
and Caribbean Sea. The data set is called HURDAT for HURricane DATa. It is maintained by
the US National Oceanic and Atmospheric Administration (NOAA) at the NHC. Center
locations are given in geographic coordinates (in tenths of degrees), the intensities, repre-
senting the 1-min near-surface (10 m) wind speeds, are given in knots (1 kt =
0.5144 ms-1), and the minimum central pressures are given in millibars. The version of
HURDAT file used in this study contains cyclones over the period 1854 through 2010
inclusive (NHC 2013). Information on the history and origin of these data is found in (Jar-
vinen et al. 1984).
For each cyclone, the observations are 6 hours apart. For spatial analysis and modeling,
this can be too coarse as the average forward motion of hurricanes is about 6 ms-1 (12 kt).
Therefore, a version of the data is used that preserves the 6-hourly values but interpolates
them to 1-h intervals using splines and spherical geometry. Details of this procedure
including R code for the interpolation are given in (Elsner et al. 2013). Only cyclones that
have reached hurricane intensity ([33 ms-1; 64 kts) are considered.
There remain limitations to these data that are relevant to the work presented here.
Storm information over the earlier part of the record is less certain than information over
the more recent decades (Landsea et al. 2004). This time variation in uncertainty is likely
larger in the collection of tropical cyclones occurring over the open ocean, but presents
itself to some degree in land-falling hurricanes. Unless the area was at least sparsely
populated at time of landfall, the hurricane wind speed may not have been recorded.
Despite the limitations, these data are frequently used for hurricane risk analysis (Emanuel
et al. 2006).
In addition to the observed and simulated tropical cyclone track data, this study makes
use of the NOAA extended reconstructed sea surface temperature (ERSST) V3b dataset to
calculate sensitivity values (NOAA 2013). For each grid point, the average August–Sep-
tember–October value is taken from 1854–2010. The values are in �C. The SST data are
then transformed from latitude–longitude grids to a Lambert conformal conic (LCC)
projection with secant latitudes of 30� and 60�N and a projection center of 60�W longitude
(the same projection used by the NHC for seasonal summary maps).
The spatial analysis is done using equal-area hexagons that tessellate the North Atlantic
where hurricanes occur (Elsner et al. 2011). The hexagons are constructed in two steps.
First, the set of hourly locations defined by latitude and longitude for all cyclones of at least
hurricane intensity is projected onto a planar coordinate system. Then, a rectangular
domain encompassing the set of hurricane locations is broken down into equal-area
hexagons. The area of each hexagon is a compromise between being large enough to have
a sufficient number of hurricanes passing through to reliably estimate model parameters
and being small enough that regional variations are meaningful. Here, an area of 629
thousand square kilometers is chosen (slightly smaller than the state of Texas). Different
hexagon sizes were used, and the results produced were not significantly different from the
results presented here.
The highest individual hurricane intensity in each hexagon is determined. A hexagon
identification number is assigned to the hourly observations, and then, the per hurricane
highest speed within each hexagon is found. Hexagons that have fewer than 12 hurricanes
are removed so the model can perform, and the average SST within all remaining hexagons
is found. The procedure results in 43 hexagons. The number of hurricanes per hexagon and
the regional average SST during August through October is shown in Fig. 1. The hexagon
identification numbers are also shown in red. Hurricane frequency increases from east to
west with the maximum hurricane count of 207 off the mid-Atlantic coast for the 158-year
period. SST during the hurricane season exceeds 26 �C—the empirical threshold for
Nat Hazards (2014) 71:1733–1747 1735
123
hurricane development (Palmen 1948) from the eastern Atlantic westward through the
Caribbean Sea and the Gulf of Mexico.
3 Strongest hurricanes
3.1 Distribution
Economic losses from individual hurricanes, especially the most extreme events, can reach
billions of dollars, and collectively, all hurricanes have caused well over $450 billion in the
USA since the early twentieth century (Pielke et al. 2008; Malmstadt et al. 2009). A
statistical approach, known as extreme value theory, provides the ability to model the
shape and the scale of the distribution of the strongest hurricanes. This distribution differs
depending on location.
Figure 2 shows hurricane intensity histograms using wind speeds in hexagon 46 (Gulf
of Mexico) and 60 (western North Atlantic). The bar width is 5 ms-1, and the range is
35–90 ms-1. The majority of hurricanes have winds less than 50 ms-1 (Category 3). This is
because the most extreme hurricane winds are rare. However, there is spatial variability for
a
Number of hurricanes
5 6
14 15 16 17 18 19 20 21
24 25 26 27 28 29 30 31
34 35 36 37 38 39 40 41
45 46 47 48 49 50 51 52
60 61 62 63 64
72 73 74
85
12 60 108 156 204 252
b
Sea surface temperature [°C]10 12 14 16 18 20 22 24 26 28 30
Fig. 1 Number of hurricanesand SST over the study area.a The number of hurricanes perhexagon is shown using a colorscale. The red number indicatesthe hexagon identificationnumber. b SST in degrees celsiusper hexagon
1736 Nat Hazards (2014) 71:1733–1747
123
higher wind speeds. The 75th percentile wind speed is 47.2 ms-1 in hexagon 46 and
41.1 ms-1 in hexagon 60. The distribution of wind speeds has a much longer right tail in
hexagon 46 compared with hexagon 60, indicating more strong hurricanes in the vicinity of
the Gulf.
3.2 Return periods
A main interest for society is the return period for the strongest hurricanes. The return
period is the average recurrence interval between successive hurricanes of a given intensity
or stronger. If an event is defined as a hurricane with an intensity of 60 ms-1, then the
annual return period is the inverse of the probability that such an event will be exceeded in
any 1 year. Here, exceeded refers to a hurricane with intensity of at least 60 ms-1.
For instance, a 10-year hurricane event has a 1/10 = 0.1 or 10 % chance of having an
intensity exceeding a threshold level in any 1 year, and a 50-year hurricane event has a
0.02 or 2 % chance of having an intensity exceeding a higher threshold level in any 1 year.
These are statistical statements. On average, a 10-year event will occur once every
10 years. The interpretation requires that for a year or set of years in which the event does
not occur, the expected time until it occurs next remains 10 years, with the 10-year return
period resetting each year.
The empirical relationship is expressed as
RP ¼ nþ 1
mð1Þ
where n is the number of years in the record and m is the intensity rank of the event.
This formula can be used to estimate the return period for the set of hurricanes in
hexagons 46 and 60. For example, the strongest hurricane in hexagon 46 has an estimated
wind speed of 88.3 ms-1, which translates to a return period of 158 years. Said another
way, a hurricane of at least 88.3 ms-1 in hexagon 46 is expected once every 158 years. In
contrast, a hurricane of at least 58.7 ms-1 in hexagon 60 is expected over the same
number of years. The threshold wind speed for a given return period is called the return
level.
Here, the goal is an extreme value model that provides a continuous estimate of the
return level (threshold intensity) for a set of return periods. A model is more useful than a
set of empirical estimates because it provides a smoothed return level estimate for all
Wind speed (ms−1)
Fre
quen
cy
0
5
10
15
20
25
30
35a
Wind speed (ms−1)
Fre
quen
cy
40 50 60 70 80 90 40 50 60 70 80 90
0
5
10
15
20
25
30
35b
Fig. 2 Distribution of maximum wind speed in ms-1 in a hexagon 46 and b hexagon 60
Nat Hazards (2014) 71:1733–1747 1737
123
return periods and it gives an estimate of the return level for a return period longer than the
data record.
According to Kotz and Nadarajah (2000), probabilistic extreme value theory blends an
enormous variety of applications involving natural phenomena such as rainfall, floods, air
pollution, and wind gusts. Recently, this theory has been applied to tropical cyclone
observations to try and estimate the occurrence of hurricanes affecting the USA. Heckert
et al. (1998) use the peaks-over-threshold model and a reverse Weibull distribution to
obtain the mean recurrence intervals for extreme wind speeds at various locations along the
US coastline. Chu and Wang (1998) use extreme value distributions to model return
periods for tropical cyclone wind speeds in the vicinity of Hawaii. Jagger et al. (2001) use
a maximum likelihood estimator to determine a linear regression for the parameters of the
Weibull distribution for tropical cyclone wind speeds in coastal counties of the USA.
Jagger and Elsner (2006) produce estimates for extreme hurricane winds near the USA
using a generalized Pareto distribution (GPD), similar to this study.
3.3 Statistical model
A GPD describes the set of fastest winds above some high-intensity threshold. Note that
some years will contribute no values to the set, and some years will contribute two or more.
The threshold choice is a compromise between having enough values to estimate the
distribution parameters with sufficient precision, but not too many that the intensities fail to
be described by a GPD.
Specifically, given a threshold wind speed u, the exceedances are modeled, W - u, as
samples from a GPD family so that for an individual hurricane with maximum winds W,
the probability that W exceeds any value v given that it is above the threshold u is given by
PrðW [ vjW [ uÞ ¼ 1þ nr½v� u�
� ��1=n
¼ GPDðv� ujr; nÞð2Þ
where r[ 0 and r ? n(v - u) C 0.
The parameters r and n are scale and shape parameters of the GPD, respectively. The
probability depends on the scale and shape parameters. The scale parameter controls how
fast the probability decreases for values near the threshold. The decay is faster for smaller
values of r. The shape parameter controls the length of the tail. For negative values of n,
the probability is zero beyond a certain intensity. With n = 0, the probability decay is
exponential. For positive values of n, the tail is described as heavy or fat indicating a decay
in the probabilities gentler than logarithmic.
The frequency of storms with intensity of at least u follows a Poisson distribution with a
rate, ku, the threshold-crossing rate. Thus, the number of hurricanes per year with winds
exceeding v is a thinned Poisson process with mean kv = kuPr(W [ v | W [ u). This is the
POT method, and the resulting model is completely characterized for a given threshold
u by r, or scale, n, and ku. It is important to note that the scale parameter, or r, is a measure
of the dispersion of the distribution and does not refer to a type of geographic scale.
Since the number of storms exceeding any wind speed v is a Poisson process, the return
period for any v has an exponential distribution, with mean r(v) = 1/kv. By substituting for
kv in terms of both ku and the GPD parameters then solving for v as a function of r, the
corresponding return level for a given return period can be estimated as
1738 Nat Hazards (2014) 71:1733–1747
123
rlðrÞ ¼ uþ rnðr � kuÞn � 1h i
: ð3Þ
For values of n less than 0, the model provides a limiting wind speed given by
uþ rjnj ð4Þ
The limit is highest for large values of r and small values of n. A more complete
description of the statistical theory supporting this model is given in Coles (2001).
Examples of its application in the field of hurricane climatology are provided in Jagger and
Elsner (2006 and Malmstadt et al. (2010).
3.4 Maps of the model parameters
The set of hurricane winds is used to estimate the parameters of the above model separately
for each hexagon. The parameters of the model are then mapped and analyzed. The
parameters include the threshold (u), the threshold-crossing rate (ku) the scale (r), and the
shape (n). The spatial distributions of the parameters represent a latent process that can
lead to new insights about hurricane climatology. Here, the model provides the latent
variables representing frequency, dispersion, and tail behavior at the hexagon level.
The threshold-crossing rate indicates the regions with the most hurricanes above the
threshold intensity. The scale parameter describes the stretching or shrinking of the dis-
tribution providing insight into the dispersion of the winds. The shape parameter represents
the behavior of the right-most tail of the distribution representing the most extreme
hurricanes.
Figure 3 shows the model parameters by hexagon. The threshold is chosen as the
median hurricane intensity. Threshold intensities are highest over the Caribbean Sea
extending northward into the western Atlantic. The highest threshold intensity is noted just
north of Puerto Rico. The ku parameter, indicating the number of hurricanes exceeding the
threshold, by year shows a somewhat different pattern with highest rates along the mid-
Atlantic coast and north of Bermuda.
The r (scale) parameter, indicating the spread of wind speeds (range) above the
threshold, tends to be lowest over the northern part of the Atlantic and highest along the
periphery of the map. The n (shape) parameter indicating the distribution of wind speeds in
the right tail of the distribution is similar to the r parameter except over the Caribbean and
Gulf of Mexico. In these regions, where r is relatively large, n tends to be negative, but
fairly close to zero.
Spatial variability in model parameters appears to be largest for the r and n parameters
and less so for the threshold and ku. This variability is quantified using Moran’s I defined as
I ¼ m
s
yT Wy
yT yð5Þ
where m is the number of hexagons, y is the vector of parameter values (departure from
mean) within each hexagon, W is a smoothed spatial weights matrix, s is the sum over all
the weights, and the subscript T indicates the transpose operator (Moran 1950). Moran’s
I ranges between -1 and ?1 with a value near 0 indicating no spatial correlation. For the
threshold parameter, Moran’s I is 0.63, and for the ku parameter, it is 0.60. These values
compare with 0.02 and -0.10 for the r and n parameters, respectively.
Nat Hazards (2014) 71:1733–1747 1739
123
The positive spatial autocorrelation witnessed in these parameters is to be expected for
two reasons. First, the data are arbitrarily subset into hexagons for this project. An indi-
vidual hurricane passed through a series of hexagons and a maximum wind speed value per
hexagon was recorded. A maximum occurring in one hexagon from a given hurricane will
likely be very similar to another maximum occurring from the same hurricane at a nearby
hexagon. The second cause for the positive spatial autocorrelation is the physical
mechanics that control hurricane formation. Warm sea surface temperatures are necessary
for a hurricane to form. If a given hurricane event travelled over a warm area, and a
different hurricane event took a similar path over the same warmth at a different time, both
of these hurricanes could have similarly high maximum wind speed values.
The final output of the extreme value model is the return level for a specified return
period. Figure 4 shows the 30-year return level. Thirty years are chosen because this
represents the typical homeowners mortgage in the USA. The majority of the US coastline
within the study region, Gulf of Mexico, Caribbean Sea, and central Atlantic Ocean have a
30-year return level exceeding 50 ms-1, or a Category 3. This means that, on average,
a
Threshold (ms−1)
b
Rate (/year)
c
σ (ms−1)
d
ξ [Dimensionless]
36 38 40 42 44 46 48 50 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35
0 5 10 15 20 25 30 35 −2.0 −1.5 −1.0 −0.5 0.0
Fig. 3 Latent model parameters mapped per hexagon. a Threshold (u) in ms-1, b rate (ku) of hurricanes peryear, c scale (r) in ms-1, and d shape (n)
1740 Nat Hazards (2014) 71:1733–1747
123
these areas can expect a 50 ms-1 wind speed to occur somewhere within the hexagon
every 30 years. This does not imply that a Category 3 hurricane will strike land within the
hexagons.
3.5 Limiting versus observed highest intensity
The limiting intensity depends on the ratio of r to n. Since both parameters show high
spatial variability, they are smoothed before applying Eq. 4. A hexagon has at most six
contiguous neighbors. The neighborhood average parameter value is the weighted sum
of the parameter values in the six neighbors, where each neighbor gets assigned a
weight of 1/6. Weights are adjusted accordingly for hexagons with fewer than six
neighbors.
The neighborhood average parameter value is then averaged with the parameter value in
the hexagon. For the r parameter, this is done using a simple average, but for the nparameter a weighted average is used with a weight of 0.75 on the neighborhood average.
Figure 5 shows the empirical maximum wind speed compared to the theoretical max-
imum wind speed and includes the difference between the two. The theoretical wind speed
can be understood as the highest possible wind speed that can be experienced within the
hexagon. Figure 5a suggests that the maximum possible wind speeds can occur over the
southeastern USA , the Gulf of Mexico, portions of northern Central America, and over the
northern tip of South America. Figure 5c shows the difference between the theoretical
highest intensity and the observed highest intensity. The largest differences occur over
Texas and portions of Central America. Here, the theoretical highest intensity is much
greater than the observed. This could be due to the influence of land in these hexagons.
Hurricanes passing over land often weaken, which could lead to the observed maximum
intensity being lower than the theoretical.
4 Sensitivity to SST
It is well known that the temperature of the oceans surface has a direct relationship with the
increasing intensity of hurricanes (DeMaria and Kaplan 1994). According to Emanuel
30 Year Return Level (ms−1)
30 35 40 45 50 55 60 65 70
Fig. 4 Thirty-year return levelin ms-1 mapped per hexagon
Nat Hazards (2014) 71:1733–1747 1741
123
(1988), a hurricane functions similarly to a Carnot engine, where the temperature of the
surface plays a role on the maximum potential intensity of a hurricane. The question of
which regions highest intensities are most sensitive to changes in SST is examined using
geographically weighted regression (GWR). A GWR model allows the relationship
between the response and the explanatory variable to vary across the domain (Brunsdon
et al. 1998; Fotheringham et al. 2000). GWR allows one to see where an explanatory
variable contributes strongly to the relationship and where it contributes weakly. It is
similar to a local linear regression. It is appropriate here because the latent variables and
the SST values can be modeled to provide insight into the way that hurricane character-
istics behave over space.
With GWR, the SST parameter is replaced by a vector of parameters (i.e., ku, r, n, or
the return level estimates), one for each hexagon. The relationship between the response
vector and the explanatory variables is expressed mathematically as
a
Theoretical Highest Intensity (ms−1)
b
Observed Highest Intensity (ms−1)
c
Theoretical − Observed Intensity (ms−1)
40 50 60 70 80 90 100 40 50 60 70 80 90 100
−5 0 5 10 15 20
Fig. 5 Comparison of the a theoretical maximum intensity in ms-1 per hexagon and the b observedmaximum intensity ms-1. A difference map is shown in (c)
1742 Nat Hazards (2014) 71:1733–1747
123
y ¼ XbðgÞ þ � ð6Þ
where g is a vector of geographic locations, here the set of hexagons with different latent
variables and
bðgÞ ¼ ðXT WXÞ�1XT Wy ð7Þ
where W is a weights matrix given by
W ¼ exp�D2
h2ð8Þ
where D is a matrix of pairwise distances between the hexagons and h is the bandwidth
(Fotheringham et al. 2000). The elements of the weights matrix, wij, are proportional to the
influence an individual hexagon j has on its neighboring hexagons i in determining the
relationship between X and y. Weights are determined by an inverse-distance function
(kernel) so that values in nearby hexagons have greater influence on the local relationship
compared with values in hexagons farther away. The bandwidth controls the amount of
smoothing. It is chosen as a trade-off between variance and bias. A bandwidth too narrow
(steep gradients on the kernel) results in large variations in the parameter estimates (large
variance). A bandwidth too wide leads to a large bias as the parameter estimates are
influenced by processes that do not represent the conditions locally. Here, an adaptive
kernel is chosen that allows the estimates to vary depending on the location of the samples.
The percent change in the intercept values of each variable across the hexagons pro-
vides information showing how sensitive the latent variables are to SST. There is a 22.1 %
change in the k, a 18.3 % change in the r, a -50.6 % change in the n, and a 4.1 % change
in the 30-year return level per degree SST. This suggests that the n parameter is the most
sensitive to SSTs. The n parameter represents the most extreme events (negative values
corresponding to more extreme events), so these results suggest that the maximum
intensity of hurricanes is most sensitive to a changing SST value compared to the other
model parameters.
a
SST Effect on Rate (hurricanes per year/oC)
b
Significance of Effect (t−value)
0.0026 0.0028 0.0030 0.0032 0.95 1.02 1.09 1.16 1.23
Fig. 6 a The effect of SST on the ku parameter with b statistical significance
Nat Hazards (2014) 71:1733–1747 1743
123
Local significance of the coefficients is found by dividing the SST coefficient by its
standard error. The ratio, called the t value, has a t-distribution under the null hypothesis of
a zero coefficient value. Regions of high t values (absolute value [2) denote areas of
statistical significance. The results for the GWR model of SST on k are shown in Fig. 6.
The marginal influence of SST on the number of hurricanes per year is shown along with
corresponding t values. In Fig. 6a, the rate of hurricane occurrence is affected more by
SSTs near the northern perimeter of the domain. This is because hurricanes do not occur
very often in these locations now because the required environmental conditions (i.e., the
SST values) are not met during most of the season. Any increase in the SST values may
alter the frequency of hurricanes in these hexagons. However, it can be seen in Fig. 6b that
no locations have a statistically significant relationship, as all t values are less than 2.
The results for the GWR model of SST on r are shown in Fig. 7. In Fig. 7a, it is shown
that the scale of hurricane wind speeds over the Caribbean Sea, Gulf of Mexico, and
western Atlantic is influenced by SST values more so than the other hexagons. This
suggests that as SSTs increase, the range of wind speeds occurring in these hexagons will
also increase. That is, more hurricanes of differing magnitudes will occur. The increased
SSTs could allow for the possibility of hurricanes to occur where the temperatures were
once too cold. The values are statistically significant.
The results for the GWR model of SST on n are shown in Fig. 8. In Fig. 8a, it is shown
that the parameter representing the most extreme values is most heavily influenced by SST
in the Gulf of Mexico, Caribbean Sea, and the very western portion of the Atlantic. Again,
lower values of n indicate more extreme events. These values are not statistically
significant.
Finally, the results for the GWR model of SST on the 30-year return level are shown in
Fig. 9. In Fig. 9a, SST values have the greatest influence over the western Atlantic, Gulf of
Mexico, and Caribbean Sea. As SSTs increase, the expected return level for a fixed time
period will increase. This result is consistent with the theory of maximum potential
intensity in hurricanes offered by Emanuel (1986). These values are statistically
significant.
Each of these plots suggests the overall influence of the ocean’s surface temperature on
individual hurricane characteristics. Although two parameters were not significant, it
a
SST Effect on σ (ms−1/ oC)
b
Significance of Effect (t−value)
0.40 0.42 0.44 0.46 0.48 0.50 2.1 2.2 2.3 2.4 2.5 2.6
Fig. 7 a The effect of SST on the scale parameter with b statistical significance
1744 Nat Hazards (2014) 71:1733–1747
123
provides an insight into hurricane characteristics that only a geographic approach can
supply.
5 Concluding remarks
Understanding local and regional hurricane risk is important for people living in harms
way, and decision makers responsible for evacuation and mitigation plans. Hurricane wind
speeds are mapped using a hexagonal tessellation over the Gulf of Mexico and North
Atlantic Ocean. This approach provides a unique insight into the way that hurricane
characteristics vary over space. A GPD extreme value model is used to calculate param-
eters of interest using the maximum hurricane wind speed values known to occur in each
hexagon. Specifically, the ku, or rate, the r, or scale, and the n, or shape, parameters are
cataloged. The rate represents the number of expected hurricanes per year and is highest
a
SST Effect on ξ ([Dimensionless]/ oC)
b
Significance of Effect (t−value)
0.009 0.010 0.011 0.012 0.013 0.014 0.015 0.6 0.67 0.74 0.81 0.88 0.95
Fig. 8 a The effect of SST on the shape parameter with b statistical significance
a
SST Effect on 30 Yr Wind (ms−1/oC)
b
Significance of Effect (t−value)
1.18 1.19 1.20 1.21 1.22 1.23 1.24 4.15 4.2 4.25 4.3 4.35 4.4
Fig. 9 a The effect of SST on the 30-year return level with b statistical significance
Nat Hazards (2014) 71:1733–1747 1745
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over Florida, Bermuda, and the western Atlantic. These locations can expect the highest
number of hurricanes exceeding 33 ms-1 in any given year. The scale represents the
dispersion of wind speeds occurring in each hexagon and is highest over the Florida
peninsula, the Western Antilles Islands, and the southwestern Caribbean Sea. These
locations experience the widest range of wind speeds, meaning they receive many different
levels of hurricanes. The shape parameter represents the tail end of the distribution, where
stable model values nearest to -1 suggest the most extreme tails. The locations over the
Florida peninsula and Western Antilles Islands experience the most extreme events.
The 30-year return level is also visualized. Thirty years are chosen to represent the
average homeowner’s mortgage. The results estimated could provide potential and current
coastal homeowners with their overall risk during the time they might own a home. The
western Caribbean Sea and the Gulf of Mexico experience the highest wind return level for
30 years. The hexagons surrounding these locations also experience 30-year return levels
exceeding 50 ms-1, or a Category 3 hurricane.
The final portion of analysis was to test the relationship between the average August
through October SST values per hexagon with each of the parameters and the 30 year
return level using a GWR model. Based on the rate of change in the intercept value of the
GWR models, the n parameter is the most sensitive to a change in SST values. However,
both the n parameter and the ku parameter do not show statistically significant results. The
r parameter and the 30-year return level do have significant results. The model suggests
that as SSTs increase, the range of wind speeds occurring in the hexagons over the
Caribbean Sea, the Gulf of Mexico, and the western Atlantic will also increase. That is,
more hurricanes will occur of differing magnitudes. The model for the 30-year return level
suggests, again, that as SSTs increase, the expected return level for a fixed time period will
increase over those same locations. It is important to note that the parameters above are
dependent to some level on the size of the hexagon chosen.
These results provide additional questions for future research projects. One could
estimate how sensitive the parameters are to SST in cold versus warm El Nino Southern
Oscillation years, or estimate the influence of a warming trend on the latent model
parameters. Additional variables could be considered besides SST, including sunspot
numbers or stratospheric temperatures.
As the oceans’ surfaces increase in temperature, the maximum intensity for hurricanes
is expected to increase most significantly over the Gulf of Mexico, the Caribbean Sea, and
the western Atlantic. This is important for any population of people living in these loca-
tions because it provides them with a deeper understanding of the expected risk as they
move into the future.
Acknowledgments The author would like to thank James Elsner and Thomas Jagger for their guidance.
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