A SVRGIS:
Geographic Information System (GIS) to improve Real -
Time Weather Transformation for Phelan Cyclone - 2013
Amit Awasthi1, Neetesh
Nema2, Manish Mahant3
1MTech
Scholar, Department of CSE, RKDF Engineering College, Bhopal (M.P.), India
2M Tech
Scholar, Department of CSE, SRIT Engineering College,
Jabalpur (M.P.), India
3M Tech
Scholar, Department of CSE, SRGI Engineering College,
Jabalpur (M.P.), India
*Corresponding Author Email:
am20it2.amit@gmail.com.com,
nitesh.beats@gmail.com, manishmhmt@gmail.com
1. INTRODUCTION:
Storm Prediction Center Severe Weather (SVRGIS)
Geographic Information System (GIS) applications are becoming increasingly
popular in many organizations, including the federal government. Emergency operations
have taken
advantage of these capabilities. “GIS can be beneficial in many
ways, but in the simplest of terms, it connects people to information through
geography. Government can use GIS to store, manage, and access information
about its facilities, people, and environment. It gives government officials a
way to visualize data that helps them make decisions about project planning and
economic development. It also allows
them to disseminate a large quantity of information to the
public in terms
of where things and events are
located." (PHELAN 2013) The Indian Meteorological Department (IMD)’s
mission includes the protection of life and property through their National
Weather Service’s (NWS’s) issuance of severe weather warnings. Over the past
two spring and summer seasons, NOAA’s NWS Weather Forecast Office (WFO) in
Glasgow, Montana has employed GIS information to significantly improve real-time
verification.
This paper will
discuss severe weather operations, the
methodology employed in using GIS, during operations, compare
verification from previous years to the present GIS-enhanced operations, and
discuss specific case in October 2013 in which GIS was particularly helpful in
severe weather operations. In addition to severe report data, other data such
as geographic and archived meteorological data can be input into SVRGIS. The GIS user can select
desired data by querying data by its attributes, location, or both. This is
especially helpful when working with large datasets. One advantage of a GISbased system is the ability to view data in layers. This
feature enables the user to quickly examine different variables (e.g., severe
reports, municipal areas, transportation routes, and meteorological data) and
examine any relationships between the variables.
This
study’s purpose
is to examine
the methodology of importing
severe report databases into a Geographical Information System (GIS) and
highlight a few advantages and capabilities of using a GIS. Outlined are a few
of the methods the author used to organize the severe report database into a
GIS and include other data types (e.g., geographical) for comparison. A few
severe report comparisons will be presented herein and will serve as examples
to the many advantages and capabilities a GIS- based severe report database may
have in analyzing severe data.
2. DATA COLLECTION/ DATABASE
MANAGEMENT:
2a. Severe Reports
The severe reports used in
this study originated from the National Climatic Data Center (NCDC) and were
downloaded as text files (.txt) from the Storm Prediction Center (SPC)
Tornado/Severe. It must be noted that description of the severe report
attribute format used is available for download from the previously listed SPC
web address. The reports are associated with descriptive data such as
date, time, state(s)
affected, Fscale, latitude
and longitude coordinates, and monetary damage to name a few. In order
to input the large number of recorded reports in a database table, the .txt
files were imported into MS Office Access.
Access
converted the data into
tables within an ArcGIS personal geodatabase.
Necessary file-converting and file creating steps, not mentioned here, were
completed in ArcGIS to create severe report files for
display. A visual basic (.bas) script file was used to create and display
tornado tracks from tornado touchdown and endpoints in ArcGIS.
Once the files with spatial
coordinates were created, they were overlaid on projected maps of the
contiguous United States. Other geographic data was input into the GIS for
visual purposes. Density files were used, which were determined by values
originating from a central grid cell with a radius distance turned 360 degrees
for values of other grid cells. Lastly, point density layers and line density
layers were created for different variables and some of their associated
magnitudes (e.g., baseball-sized hail, significant tornado tracks) using the ArcGIS spatial analyst extension. It is worth noting that
there were a few error values found in the severe database. Because of these
errors, (e.g., null data values, missing or incomplete latitude/longitude
coordinate pair), a few minor data filtering methods were required.
2b. Miscellaneous Data
Various types of geographic
data can be input into SVRGIS and examined in many ways. Free data from the
internet originated from different sources including the U.S. government and
National Weather Service. Most of the miscellaneous data was geographic- based.
A few example of data type include county and state maps, cities and towns,
national weather Service county wamping Areas.
3. APPLICATION:
Meteorologists have
investigated past severe weather report distribution (i.e. tornadoes, large
hail, and severe convective wind reports) and have for many years qualitatively and quantitatively
assessed areas where higher frequencies
of severe weather have Occurred (PHELAN 2013). More sophisticated studies are
now possible. For example, At the beginning of the
second decade of October 2013 a very strong cyclone developed over the Bay of
Bengal. Super cyclone 02B Phailin showed average wind
speeds of up to 259 km/h making the storm category 5 cyclones, the highest
category according to the Saffir-Simpson hurricane
scale. Phailin became one of the strongest tropical
cyclones ever recorded over the North Indian Ocean. Phailins
track led towards the northeast of India, where the tropical cyclone in the
federal state of Odisha made landfall and caused
enormous damage.
PHAILIN – Super cyclonic Storm over Bay of Bengal
•
Date: October
09-13, 2013
•
Maximum 1 min-sustained
winds: 140 kt (259 kph)
•
Maximum wind
gusts: 170 kt (315 kph)
•
Category 5
(according to Saffir-Simpson Hurricane
Scale)
•
Lowest pressure
in storm center:
910 hPa on
October 10-11, 2013
•
Landfall: October
12, 2013, 15:45
UTC, near
Gopalpur
(Odisha)
•
Storm surge:
up to 3.5
m (according to
media
reports)
•
Maximum
significant wave height: > 50 ft (15 m)
•
Phailin was one of only 4 category 5 cyclones over
Bay of Bengal
•
Unexpected
intensity (by most forecast models)
•
Rapid development
within 24 hours from tropical storm into cat 4 cyclone
Evolution of tropical cyclone Phailin
Phailin originated from a tropical disturbance that moved westward over
the Andaman Sea. On October 9, 2013, the cloud complex formed a closed cyclonic
circulation near the archipelago of the Andaman and Nicobar Islands and then
intensified into a tropical storm. At 12 UTC the mean wind speed was 40 kt (74 kph) and on
the Andaman Islands
thunderstorms brought heavy
rain already. At this
time, many forecast models were in agreement that the tropical storm
would made its way during the following days over the Bay of Bengal into a
west-northwesterly direction and heading for the east coast of India. The
numerical weather models predicted only a moderate intensification and the
system should arrive as a category 1 tropical cyclone named Phailin
at the Indian mainland. But on October 10, 2013, the tropical storm
strengthened unexpectedly and almost unprecedented rapid into a fully developed
category 5 tropical cyclone east of the Andamans.
Figure 1:
Images to Track of Super Cyclone Phailin (October
09-13,2013) and the associated storm force(green) and
hurricane force (green)winds.
The
mean wind speed on October 10, 2013, 00 UTC, was 55 kt
(102 kph). Only 24 hours later they had increased to
135 kt (250 kph). Thus,
within only one day the tropical storm grew into a category 4 tropical cyclone,
which is the second highest category according to the Saffir-Simpson
hurricane scale.
With
sea surface temperatures between 27 and 30 °C the upper water layers of the Bay
of Bengal provided enough latent heat. These values were close to the long term
average in that area.
In
addition, the wind shear between the upper and lower troposphere was
weak enough (about
25 kph) and
the tropical cyclone could evolve and keep its vital symmetric
structure.
Record low central pressure of Phailin
Phailin
showed its maximum intensity between October 11, 12
UTC, and October 12, 00 UTC in the middle of the Bay of Bengal. With maximum 1
min-sustained winds of 140 kt (259 kph) and gusts as strong as 170 kt
(315 kph) Phailin was
classified as category 5 super cyclone. Phailin
equaled the typhoon Usagi, which was previously the
world's strongest tropical cyclone of the 2013 season over the western Pacific.
According to satellite observations (NOAA) Phailin
had a minimum central pressure of 910 hPa on
October 10 and
11, one of
the lowest pressures
ever observed in the territory of the North Indian Ocean. However, these
observations are uncertain as buoy measurements and reconnaissance flights are
not available in the region for verification. The Joint Typhoon Warning Center ( JTWC) issued a minimum central pressure of 914 hPa, and the number of 918 hPa
was given by the Naval Research Laboratory (NRL) .
Landfall of Phailin
Shortly
before landfall the tropical cyclone interacted with the India
mainland and began
to weaken due
to the dwindling energy
source (warm ocean
waters) and increasing friction
effects.
On
October 12, 2013, the center of Phailin crossed the
coastline at 15:45 UTC south of the city of Brahmapur
in the Indian federal state of Odisha. At that time Phailin still was a category 4 cyclone. The mean wind speeds
taken from satellite observations were about
120 kt (222 kph). The weather
station in Gopalpur observed a gust of 185 kph at the storms northern eyewall.
Before the weather station failured at 17:10 UTC, a
minimum air pressure of 937.4 hPa was measured. After
landfall, the former super cyclone weakened rapidly into a category 2 tropical
cyclone. Phailin moved into a northerly direction
towards the Himalaya and on October 13, the cyclone was identified only as a
tropical depression over the North East of India.
Phailin on
satellite images
During
its maximum intensity Phailin had an enormous extent.
On satellite images (Figure 2) the outer cloud bands are spiraling as far as
over Sri Lanka and the southern tip of India in the south and over northern Bangla Desh and even the Himalaya
at the northern edge of the storm. The storms circulation covered nearly the entire Bay
of Bengal and affected an area with
roughly 2500 km in diameter. The storm center, the eye, is clearly visible
until landfall indicating the symmetrical structure and strength.
10.10.13 12.00 utc 10.10.13 21.00utc
11.10.13 06.00utc 11.10.13 15.00utc
12.10.2013, 00:00 UTC 12.10.2013, 09:00 UTC 12.10.2013, 18:00 UTC 13.10.2013, 03:00 UTC 12.10.2013, 09:00 UTC 12.10.2013, 18:00 UTC 13.10.2013, 03:00 UTC
Figure 2:
Satellite images VIS/IR.
Heavy Precipitation, wind, storm surge
and wave height
In
most cases tropical cyclones are accompanied by heavy precipitation and rain
amounts easily in excess of 500 mm. The rain amount and the rain pattern depend
on the propagation speed of
the storm system, its intensity and extension, and the topography
of the affected area. In mountainous and rugged terrain rain might be enhanced
to amounts of even more than 1000 mm (e.g. Taiwan, Philippines, Reunion).
Phailin
delivered a lot of rain but no exceptional high amounts. In Banki
(Odisha) a rain amount of 381 mm fell within 24 hour
on October 13. On the same day there were 305 mm at Balimundali
(Odisha) and 198 mm in Itchapuram
(Andhra Pradesh) 198 mm. On October 9, heavy thunderstorms that were associated
with the tropical storm Phailin while crossing the Andamans, brought 336 mm at Maya Bandar within 24 hours.
Figure 3:
Accumulated rain amount (October 11-17, 2013, 12 UTC).
(Figure
3) above shows the accumulated rain amount between October 11 and 17 over the
eastern Indian Ocean and the western Pacific. During this week, three storm systems left
their paths in the rain information was derived from satellite
data as gathered by the Tropical Rainfall Measuring Mission (TRMM) of the NASA.
Most of Phailins rain fell over the Bay of Bengal.
However, along its inland track from the coast of Odisha
towards the Himalayan
mountains in the
Indian federal states of Jharkand and Bihar Phailin
released notable rain amounts around 100 to 250 mm. Much more rain was
associated with the passage of Nari (landfall in
Vietnam) and Wipha. The latter was
responsible for Japans sixth-
highest rain amount ever recorded within 24 hours: 822 mm in Oshima.
The maximum wind gusts
exceeded 300 kph (315 kph) while Phailin was classified
as a category 5 super cyclone. At this time the JTWC specified the maximum
significant wave height in the open waters of the Bay of Bengal with 54 ft (16
m). Approaching the coastline the cyclone kept its wind gusts well above 200 kph.
Along
the coast of Odisha, storm winds piled up a storm
surge which penetrated some several hundred meters into the coastal hinterland.
According to the Times of India and the BBC, the storm surge was up to 3 meters
high, forecasts saw the highest storm surge of about one meter around the town
of Gopalpur.
Disaster Profile
History of tropical cyclones over the
North Indian Ocean and classification of "Phailin"
Whereas
over the west Pacific Ocean usually several category 5 cyclones develop every
year, such strong tropical cyclones are much less common over the North Indian
Ocean. Phailin was the first super cyclone in the
Indian Ocean since 2007 and a maximum mean wind speeds of 140 kt (259 kph) made the storm to
one of the strongest ever observed in this area. Only Gonu
in 2007 was a stronger cyclone (145 kt, 269 kph).
The last similarly
strong tropical cyclone
in the Bay of
Bengal occurred in late October 1999, when the large 1999 Odisha
Cyclone also came along with mean wind speeds of 140 kt
(259 kph) and a minimum central pressure of 912 hPa. The 1999 Odisha Cyclone was
the first cyclone that was titled as "Super cyclone" by the Indian
Meteorological Service
(IMD). When making
landfall, this cyclone
had mean wind speeds of 135 kt (250 kph) exceeding those of Phailin
by 15 kt. The Odisha
Cyclone fell ashore 160 km further north than Phailin
and was accompanied by a 5.9- meter
storm surge and caused
9,658 deaths making
this storm ranking 4th on the list of deadliest cyclones in India in the
last 100 years. Other category 5 tropical cyclones in the North Indian Ocean
were Sidr in 2007 and the 1991 Great Bangladesh
cyclone. 26 out of the worlds 35 deadliest tropical cyclones raged in the
regions around the Bay of Bengal. 42% of all fatalities caused by tropical
cyclones refer to Bangla Desh,
27% to India. In November 1977 14,204 people lost their lives, as the Andhra
Pradesh Cyclone made landfall just a little bit south of where Phailin hit the Indian mainland. Most devastating was the
great Bohla Cyclone in November 1970 that went ashore
in Bangladesh (former East Pakistan). The Bohla
Cyclone caused a storm surge with a height of more than 10
feet in the
Ganges delta and
claimed 300,000-
500,000 human lives.
Use of twitter messages for rapid
assessment
Figure 4:
Number of tweets per hours containing one of the keywords “phailin”
and “cyclone” from October 9, 18 UTC, until October 14, 16 UTC.
To
get local, detailed, and up-to-date information about the behavior of the
cyclone and its impact, Twitter messages (tweets) with various keywords such as
cyclone, phailin, shelter, and storm or power outage
have been recorded.
(Figure
4) illustrates the number of tweets per hour containing one or both of the
keywords “phailin” and “cyclone”. Phailin
got much attention from the day before making landfall on October 11, nearly
1,500 tweets were written during the hour of landfall at October 12, 16 UTC,
and also during the day after landfall Phailin was
very present.
Information Gap Analysis
The
chart below (Figure 6) is the result of an analysis of the information produced
within the first 4 days following landfall. The information was obtained from ReliefWeb
(http://reliefweb.int/disaster/tc-2013-000133-ind), and was retrieved as it was
released. All information obtained was categorized under the headings listed on
the left side of the graph. Three types of information have been identified
(right of the graph) as Basic Data, Analysis, and Root Causes. 'Basic Data' is
purely factual and makes up the majority of the information. 'Analysis' consists of information which
results from review of this basic data.
It
consists of predictions and warnings, as well as identification of levels of
needs met or outstanding. 'Root Causes' refers to information which identifies
why aspects of the disaster occurred. For example, the low casualties observed
in the aftermath of Cyclone Phailin was identified as
being the result of a good warning system and excellent coordination between
agencies which successfully evacuated almost one million people prior to
landfall.
This
type of information is very important to disaster risk reduction activities, which
attempt to learn
from past failures and success by
understanding the root causes of each.
The
Basic Data is quantified by reviewing how much is produced and
how fast each
piece of information
is provided. Therefore, each of
the who, what,
where, and when type information,
unique to each category, is measured based on how fast it is produced. The
Analysis information is also quantified in this way but with a more forgiving
time- scale as it will understandably take a little longer to produce. The Root
Causes are quantified using only the amount of information, as the timing of
this information is not relevant to
the immediate disaster
response. The dotted
line represents the
highest potential value
of the information produced under
each category, being
very fast and containing all required information
Therefore, the solid bars are percentages of the total potential and the dotted
areas indicate where the information gaps are.
4. HARDWARE
AND SOFTWARE:
In
order to prepare the office for use of GIS mapping capabilities, a new server
was purchased with a half a terabyte of storage. Also, 1 gigabit (Gb) network cards were installed
on all operational PC’s to allow a faster loading of the large map files onto
the PC’s.
The
software used for completing the GISbased database
included ESRI.s ArcGIS 9 and Microsoft Office Access.
It is recommended that SVRGIS data files be viewed using the latest ESRI ArcGIS version. However, free downloadable GIS software
applications such as ESRI.s ArcExplorer can be run on
the following supporting platforms: Windows, Macintosh, Solaris, AIX, HP-UX,
and Linux.
Figure 5:
Information Gap Analysis of Super Cyclone Phailin,
India Image Credit: CEDIM
5. GIS
METHODOLOGY:
The
Access database is then imported into ArcGis and
becomes a “layer” on the maps that are created for each county. Other GIS
“layers” include roads, rivers/streams, towns, reservations, lakes, topography,
and rural addressing. A critical layer that has been recently added is “land
use.” This layer proved particularly useful in locating residents to provide “ground truth”
information on severe
weather events. When the program is started, the user opens the file for
the desired county. When it loads, the entire county can be seen, along with layers that can
be turned on or off including topography (useful for
hydrological reasons), towns, roads, rivers and streams, lakes and reservoirs,
and property ownership maps. A user begins by choosing an icon from a menu that
is shown in Fig. 2. Agnification/demagnification is
accomplished through placing the mouse on the image and using the left mouse on
the ArcGIS maps with red square areas, as further
described below. Before the storm moved into Valley County on 2 July 2005, the
operations staff used the ArcGIS maps to find a
landowner that the storm had passed; as shown by the land area circled in Fig. 3.
The “i” button allowed the forecast staff to retrieve the landowner’s name and
several other pieces of information about the land owner. Once this
information was obtained, the forecaster was able to retrieve the resident’s
phone number from a librar y of phone books, and upon
calling, find out the “ground truth” activity in the area. Throughout the
severe weather season in 2005, the ArcGIS maps proved
invaluable, as WFO experienced the busiest severe weather season in over 50
years of record keeping. This suggests that in many other rural areas across
the US, the ArcGIS maps could prove to be a highly
useful source for severe weather verification.
6. SUMMARY AND
DISCUSSION:
Building
on the capabilities of Severe Plot and other graphical interface programs, a
GIS severe report graphical and statistical database was constructed to
complement existing severe weather graphical databases. SVRGIS is not meant to
replace Severe plot and other existing programs, but
rather complement these user-friendly programs in situations where more
in-depth analysis is necessary. SVRGIS is much more than a tool to query only
severe weather because
its utility is
far-reaching and cross disciplinary. SVRGIS
is unique from
other graphical databases
because it allows the GIS user to import other data types (e.g., - geographical
data) and analyze the data by its attributes by means of both spatial and
statistical- methods in layer formats. There are countless
ways to investigate severe reports and more analysis possibilities exist within
a GIS. It is not new to- qualitatively and -quantitatively assess regions of
the contiguous U. S. with key elements, such as dollar loss. Population areas
at risk et cetera. By using a GIS, it is now possible to assess these variables
and many more thorough examination of a plethora of possible relationships between variables all
in one database.
The possible users of a GIS severe report database include governmental
organizations, researchers, academic professionals and students, the emergency
management community, and private sector concerns such as insurance companies
and private weather firms.
7. REFERENCES:
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Received
on 20.10.2015 Accepted on 30.10.2015
©A&V Publications all right reserved
Research
J. Engineering and Tech. 6(4): Oct. - Dec., 2015 page 432-438
DOI: 10.5958/2321-581X.2015.00067.7