Geocoding & GPS
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Summary
•
Introduction to Geocoding
• Geocoding: Concepts and Definitions
• Relationship to other Census Processes
• Approaches to Data Collection
• NSO Benefits & Concluding Remarks
•
Introduction to GPS
• How GPS Works
• Sources of Error & Accuracy
• Selecting a GPS
• Advantages & Disadvantages
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Introduction
•
Many NSOs have a specialized coding scheme and
understand geocoding as a dynamic process
•
Clarification within the statistical community
•
Expansion and discussion on components and methods
within the process of geocoding
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Geocoding: Concepts and Definitions
•
Definitions:
• Conceptual
•
•
Operational
Geocoding vs Georeferencing
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
•
Geocoding can be broadly defined as the assignment of a
code to a geographic location. Usually however, Geocoding
refers to a more specific assignment of geographic
coordinates (latitude,Longitude) to an individual address.
The purpose of this section is to introduce geocoding
concepts relevant for census mapping and the different
approaches to related data collection.
•
Reference: UN Report of the Expert Group Meeting on
Contemporary Practices in Census Mapping and Use of
Geographical Information Systems (2007)
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Definition of Geocoding
• Conceptual - 2 situations:
•
•
The more general process of assigning geographic
codes to features in a digital database.
•
A GIS function that determines a point location
based on an address. It could generally be
expected that such point locations will be relatively
precise (eg +/-2m) in accuracy and will be based
upon use of GPS technology.
Operational
•
Geocoding is the computer oriented process which
converts information about a unit from which
statistical information is collected into a set of
coordinates describing the geographic position of
that unit
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Definition of Geocoding (cont.)
•
Operational Elements
• Collecting precise data at the level of point locations (or
very low geographic level such as a city block) and
assigning codes for use in dissemination.
• Coding the centroid, building corners, or building point of
entry coordinates for a unit such as a block of land,
building or dwelling
• Coordinates must contain latitude and longitude or
standardized x and y points for gridded interpolation. A Z
or Zed coordinate may represent altitude or elevation
• Codes cover each geographic unit and have a
combinational relationship to distinguish different units
(Enumeration Areas/Blocks)
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Geocoding vs. Georeferencing
•
•
Geocoding
• A GIS operation for converting street addresses into
spatial data that can be displayed as features on a
map
Georeferencing
• Aligning geographic data to a known coordinate
system so it can be analyzed, viewed, and queried
with other geographic data
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Relationship to Other Census Processes
•
N.S.O Senior Managers must evaluate when the use of
geocoding should be considered and consideration
must be given due to:
- range of hardware and software
- availability of resources (street network
reference layers, address database)
- staff skill set
- funding
- user demands
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Relationship to Other Census Processes (cont.)
•
•
•
•
Movement into a fully GIS based approach to census
mapping
Generation of high quality maps for use in the
collection phase
Reduction of work required for updating maps for
future censuses
Aggregation of records into customized units for
satisfying users’ requirements
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Census Enumeration & the Geocoding System
• Delineation irrespective of the existence of address
• Ability to apply a geocode to any geographic areal unit
• Flexible Coding Scheme
• Ability to incorporate future administrative divisions
• Pre-enumeration geocoding critical
• links between GIS boundaries and tabular census data
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Census Hierarchies
•
Internal political Boundaries
•
Areal unit aggregation
•
Resolution suitable to NSO needs and user demands
•
Considers available datasets for continuous development
•
The smaller area defined by the geocode the more
flexible the results for subsequent users
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Census Hierarchies
Country
Given Country
Province
District
Locality
Enumeration Areas
Blocks
Building
Dwelling
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Geocoding Classifications
•
•
Disaggregation into Spatial Entities or Civil
Divisions and Compatibility
1st
Region
Province
2nd
District
Municipality
3rd
Town/Village
4th
Dwelling
Resultant geocoded units placed within a set
of Latitude and Longitudinal boundaries
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Geocoding Classifications (cont.)
•
•
•
Initial creation of Civil Divisions through digitizing or
segmentation/pixel based-approaches
Low to Zero levels of sampling through the accurate
placing of coded units, but flexible enough to include
changes
Appropriate detail that fits with the boundaries of a
geographic area for a given country
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Coding Scheme
250131402013
Digits 1-2 = State code
Digits 3-5 = County Code
Digits 6-11 = Census Tract Code
Digit 12 = Blockgroup code
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Data Collection Methods
•
Two main methods:
•
Direct Collection Approach
•
Matching Approach
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Direct Collection Approach
•
•
Digitizing from available topographic maps
Direct collection using field techniques
(ex.GPS)
Digitizing from a topographic map
Global Positioning System (GPS)
Areas,
Street,
Dwelling
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Matching approach
•
•
Using an Address locator database and street network
database in a GIS
Joining an address database to an existing spatial
database for the area of interest
First Avenue
First Avenue
Street Network
Left of Street
Left of Street
#1
Second Avenue
#2
#51
#32
Right of Street
Nodes
#99
#100
Second Avenue
address number #99
Main Street
#2
#100
Right of Street
#1
Street Segment
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Data Maintenance
• Cleaning Addresses
• Retaining only the key address elements
• Establish a Matchcode (indicator of which
address elements will determine the
geocode)
Record Street Address
City
State ZIPcode Latitude Longitude Areakey MatchCode
1
344 East 63rd New York NY
10023
40.47
73.58
3502508100
AS0
• Eliminating extraneous characters
• Standardizing Spelling
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Staff Expertise Recommendations
Task/condition
Direct collection
Matching
Existence of digital base map for country
Highly desirable
Highly desirable
Statistical staff with expertise in use of GPS
Essential
Not Essential
Acquisition of large numbers of GPS receivers
Essential
Not Essential
Geo-referenced list of addresses or equivalent
Not Essential
Essential
Excellent address matching algorithms
Not Essential
Essential
Existence of a rational, consistent, and locallyrecognized addressing system for housing
units
Highly desirable
Essential
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Geocoding: Benefits for NSO’s
•
Improved map creation for the field
•
Customizable map outputs for specified regional
activities
•
Coding techniques are transparent and transferable
•
Fixates the groundwork for future statistical activities
and coding schemes
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Concluding Remarks
•
Technologies are accessible and allow delineation
irrespective of the existence of address
•
There is a need for an agreement on a definition of
geocoding for census purposes
•
Many available methods and technologies exist to
support accurate geocoding frameworks
•
Geocoding system is value-added for GIS based Spatial
Analysis of Statistical Data
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Global Positioning Systems (GPS)
•
Technology has revolutionized field mapping in recent years
•
Prices of GPS receivers have dropped
•
GPS methods have been integrated in many applications
•
User groups are widespread (utilities management, surveying and
navigation)
•
GPS has contributed and advanced to improve field research in
areas such as biology, forestry,geology, epidemiology and
population studies
•
GPS has become a major tool in census cartographic applications
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Global Positioning Systems (cont.)
•
Preparation and updating of enumerator (EA) maps for
census activities
•
Location of point features such as service facilities or
village centers
•
Coordinates can be downloaded or entered manually into a
digital mapping system or GIS, and can be combined with
existing, georeferenced information
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
How GPS Works
•
GPS receivers collect the signals transmitted from more than 24
satellites—21 active satellites and three spares. The system is
called NAVSTAR, and is maintained by the U.S. Department of
Defense
•
The satellites are circling the earth in six orbital planes at an
altitude of approximately 20,000 km. At any given time five to
eight GPS satellites are within the “field of view” of a user on
the earth’s surface
•
The position on the earth’s surface is determined by
measuring the distance from several satellites
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
The global positioning system (GPS)
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
The global positioning system (cont.)
•
GPS satellites circle the Earth twice a day …
•
The satellite signal:
• Three kinds of coded information essential for
determining a position;
•
The receiver:
• 1. Calculates the distance to the first satellite user is
able to catch.
• 2. Calculates the distance to a second satellite for
which it is able to catch a signal.
• 3. Repeats the operation mentioned under point 2 with
a third satellite.
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
How GPS
determines a location’s coordinates
a
b
m e a s u re d
d is t a n c e
u
x
c
x
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Sources of GPS signal errors
•
•
•
•
•
•
Good visibility and bad visibility of satellites due to
obstacles
signal multipath
Uncontrollable sources of error over which the user does
not have control
Atmosphere delays
Receiver clock errors
Orbital errors
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
GPS Accuracy
•
•
•
•
•
Inexpensive GPS receivers
Within 15 to 100 meters for civilian
applications.
Differential GPS reduces error further
Accuracy of about 3-10m can be achieved with
quite
affordable
hardware
and
shorter
observation times.
More expensive systems and longer data
collection for each coordinate reading can yield
sub-meter accuracy.
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Problems with GPS
•
In dense urban settings, the possible error of standard
GPS (standard ~15m up to 100 meters) may not be
sufficient
•
Differential GPS can be used for cross-checking GPS
readings with other data sources
• published maps
• aerial photographs
• sketch maps produced during fieldwork
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Differential GPS
Space segment
GPS satellites
Correction signal
DGPS mobile
receiving station
DGPS
ground station
Control segment
User segment
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Selecting a GPS Unit
•
•
•
•
•
Commercially available GPS receivers vary in price and
capabilities
Technical specifications determine the accuracy by which
positions can be achieved
The more powerful a receiver, the more expensive it will be
In many mapping applications, the accuracy of standard
systems is quite sufficient
Receivers also vary in terms of user-friendliness, tracking
capabilities which are useful in navigation
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Summary: Advantages and Disadvantages of GPS
Advantages
• Fairly inexpensive, easy-to-use field data collection
• Modern units require very little training for proper use
• Collected data can be read directly into GIS databases
minimizing intermediate data entry or data conversion
steps
• Worldwide availability
• Sufficient accuracy for many census mapping
applications—high accuracy achievable with differential
correction
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Summary: Advantages and Disadvantages of GPS
Disadvantages
• Signal may be obstructed in dense urban or wooded areas
• Standard GPS accuracy may require differential techniques
• Differential GPS is more expensive, requires more time in
field data collection and more complex post-processing to
obtain more accurate information
• A very large number of GPS units may be required for only a
short period of data collection.
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008
Where’s your Datum
Workshop on International Standards, Contemporary Technologies and Regional Cooperation,
Noumea, New Caledonia, 04–08 February 2008