Everything you need to know to work with coordinate systems and projecting data in ArcGIS. The presentation starts by explaining the terminology, and then discusses the details you need to know to actually work successfully with coordinate systems, use the proper projections, and geographic transformations. This is a very practical look at a complex subject.
One of most important topics in ArcGIS and GIS, is coordinate system, the slides will cover this topic in order to understand the difference between various coordinate systems.
One of most important topics in ArcGIS and GIS, is coordinate system, the slides will cover this topic in order to understand the difference between various coordinate systems.
Gis Geographical Information System FundamentalsUroosa Samman
Gis, Geographical Information System Fundamentals. This presentation includes a complete detail of GIS and GIS Softwares. It will help students of GIS and Environmental Science.
A coordinate system is a reference system used to represent the locations of geographic features, imagery, and observations, within a common geographic framework.
Coordinate systems enable geographic datasets to use common locations for integration.
A map projection is a systematic transformation of the latitudes and longitudes of locations from the surface of a sphere or an ellipsoid into locations on a plane. Maps cannot be created without map projections.
Differential Global Positioning System (DGPS) is an enhancement to Global Positioning System that provides improved location accuracy, from the
15-meter nominal GPS accuracy to about 10 cm in case of the best implementations. Differential Global Positioning System (DGPS) is a method of providing differential corrections to a Global Positioning System (GPS) receiver in order to improve the accuracy of the navigation solution. DGPS corrections originate from a reference station at a known location. The receivers in these reference stations can estimate errors in the GPS because, unlike the general population of GPS receivers, they have an accurate knowledge of their position.
DGPS uses a network of fixed, ground-based reference stations to broadcast the difference between the positions indicated by the GPS (satellite) systems and the known fixed positions. These stations broadcast the difference between the measured satellite pseudoranges and actual (internally computed) pseudoranges, and receiver stations may correct their pseudoranges by the same amount. The digital correction signal is typically broadcast locally over ground-based transmitters of shorter range.
Location. Location. Location. With so many maps and datums out there, how does a person know what datum is correct? How come my GPS coordinates don\'t match up on my map? Why is there a shift of 100 metres? How do I transform between different datums? What is a datum? What is the EPSG? Why have GIS Vendors and Oracle adopted them? Does offshore or onshore make a difference? How come there are so many datums? This presentation looks to provide some answers to some of these questions and to point out that latitude and longitude are not absolute.
Over the decades that surveyors have been trying to map the Earth, history and politics have shaped the way we see the world. Are the borders actually there? What if one nation adopts a standard, but the other does not? Does really matter what the co-ordinate system is? Why when I draw the a UTM Projection, the lines are curved, not in a grid? Is the OGC adopting these standards? So many questions and this presentation aims to answer some of them and provide some light on a complicated and sometimes unclear topic.
Introduction to GIS - Basic spatial concepts - Coordinate Systems - GIS and Information Systems – Definitions – History of GIS - Components of a GIS – Hardware, Software, Data, People, Methods – Proprietary and open source Software - Types of data – Spatial, Attribute data- types of attributes – scales/ levels of measurements.
DEFINITION :
GIS is a powerful set of tools for collecting, storing , retrieving at will, transforming and displaying spatial data from the real world for a particular set of purposes
APPLICATION AREAS OF GIS
Agriculture
Business
Electric/Gas utilities
Environment
Forestry
Geology
Hydrology
Land-use planning
Local government
Mapping
11. Military
12. Risk management
13. Site planning
14. Transportation
15. Water / Waste water industry
COMPONENTS OF GIS
DATA INPUT
SPATIAL DATA MODEL
Data Model:
It describes in an abstract way how the data is represented in an information system or in DBMS
Spatial Data Model :
The models or abstractions of reality that are intended to have some similarity with selected aspects of the real world
Creation of analogue and digital spatial data sets involves seven levels of model development and abstraction
SPATIAL DATA MODEL
Conceptual model : A view of reality
Analog model : Human conceptualization leads to analogue abstraction
Spatial data models : Formalization of analogue abstractions without any conventions
Database model : How the data are recorded in the computer
Physical computational model : Particular representation of the data structures in computer memory
Data manipulation model : Accepted axioms and rules for handling the data
SPATIAL DATA MODEL
SPATIAL DATA MODEL
Objects on the earth surface are shown as continuous and discrete objects in spatial data models
Types of data models
Raster data model
vector data models
RASTER DATA MODEL
Basic Elements :
Extent
Rows
Columns
Origin
Orientation
Resolution: pixel = grain = grid cell
Ex: Bit Map Image (BMP),Joint Photographic Expert Group (JPEG), Portable Network Graphics(PNG) etc
RASTER DATA MODEL
VECTOR DATA MODEL
Basic Elements:
Location (x,y) or (x,y,z)
Explicit, i.e. pegged to a coordinate system
Different coordinate system (and precision) require different values
o e.g. UTM as integer (but large)
o Lat, long as two floating point numbers +/-
Points are used to build more complex features
Ex: Auto CAD Drawing File(DWG), Data Interchange(exchange) File(DXF), Vector Product Format (VPF) etc
VECTOR DATA MODEL
RASTER vs VECTORRaster is faster but Vector is corrector
TESSELLATIONS OF CONTINUOUS FIELDS
Triangular Irregular Network: (TIN)
TIN is a vector data structure for representing geographical information that is continuous
Digital elevation model
TIN is generally used to create Digital Elevation Model (DEM)
DIGITAL ELEVATION MODEL
DATA STRUCTURES
Data structure tells about how the data is stored
Data organization in raster data structures
Each cell is referenced directly
Each overlay Is referenced directly
Each mapping unit is referenced directly
Each overlay is separate file with general header
Measuring the size and shape of the Earth using the latest Surveying techniques. Includes a discussion on reference systems, projections, datums and coordinate transformations.
Topics:
1. Introduction to GIS
2. Components of GIS
3. Types of Data
4. Spatial Data
5. Non-Spatial Data
6. GIS Operations
7. Coordinate Systems
8. Datum
9. Map Projections
10. Raster Data Compression Techniques
11. GIS Software
12. Free GIS Data Resources
The Global Volcanism Program database for Lesser Sunda Islands currently contains 29 Holocene volcanoes, sorted below in geographical (volcano number) order.
Gis Geographical Information System FundamentalsUroosa Samman
Gis, Geographical Information System Fundamentals. This presentation includes a complete detail of GIS and GIS Softwares. It will help students of GIS and Environmental Science.
A coordinate system is a reference system used to represent the locations of geographic features, imagery, and observations, within a common geographic framework.
Coordinate systems enable geographic datasets to use common locations for integration.
A map projection is a systematic transformation of the latitudes and longitudes of locations from the surface of a sphere or an ellipsoid into locations on a plane. Maps cannot be created without map projections.
Differential Global Positioning System (DGPS) is an enhancement to Global Positioning System that provides improved location accuracy, from the
15-meter nominal GPS accuracy to about 10 cm in case of the best implementations. Differential Global Positioning System (DGPS) is a method of providing differential corrections to a Global Positioning System (GPS) receiver in order to improve the accuracy of the navigation solution. DGPS corrections originate from a reference station at a known location. The receivers in these reference stations can estimate errors in the GPS because, unlike the general population of GPS receivers, they have an accurate knowledge of their position.
DGPS uses a network of fixed, ground-based reference stations to broadcast the difference between the positions indicated by the GPS (satellite) systems and the known fixed positions. These stations broadcast the difference between the measured satellite pseudoranges and actual (internally computed) pseudoranges, and receiver stations may correct their pseudoranges by the same amount. The digital correction signal is typically broadcast locally over ground-based transmitters of shorter range.
Location. Location. Location. With so many maps and datums out there, how does a person know what datum is correct? How come my GPS coordinates don\'t match up on my map? Why is there a shift of 100 metres? How do I transform between different datums? What is a datum? What is the EPSG? Why have GIS Vendors and Oracle adopted them? Does offshore or onshore make a difference? How come there are so many datums? This presentation looks to provide some answers to some of these questions and to point out that latitude and longitude are not absolute.
Over the decades that surveyors have been trying to map the Earth, history and politics have shaped the way we see the world. Are the borders actually there? What if one nation adopts a standard, but the other does not? Does really matter what the co-ordinate system is? Why when I draw the a UTM Projection, the lines are curved, not in a grid? Is the OGC adopting these standards? So many questions and this presentation aims to answer some of them and provide some light on a complicated and sometimes unclear topic.
Introduction to GIS - Basic spatial concepts - Coordinate Systems - GIS and Information Systems – Definitions – History of GIS - Components of a GIS – Hardware, Software, Data, People, Methods – Proprietary and open source Software - Types of data – Spatial, Attribute data- types of attributes – scales/ levels of measurements.
DEFINITION :
GIS is a powerful set of tools for collecting, storing , retrieving at will, transforming and displaying spatial data from the real world for a particular set of purposes
APPLICATION AREAS OF GIS
Agriculture
Business
Electric/Gas utilities
Environment
Forestry
Geology
Hydrology
Land-use planning
Local government
Mapping
11. Military
12. Risk management
13. Site planning
14. Transportation
15. Water / Waste water industry
COMPONENTS OF GIS
DATA INPUT
SPATIAL DATA MODEL
Data Model:
It describes in an abstract way how the data is represented in an information system or in DBMS
Spatial Data Model :
The models or abstractions of reality that are intended to have some similarity with selected aspects of the real world
Creation of analogue and digital spatial data sets involves seven levels of model development and abstraction
SPATIAL DATA MODEL
Conceptual model : A view of reality
Analog model : Human conceptualization leads to analogue abstraction
Spatial data models : Formalization of analogue abstractions without any conventions
Database model : How the data are recorded in the computer
Physical computational model : Particular representation of the data structures in computer memory
Data manipulation model : Accepted axioms and rules for handling the data
SPATIAL DATA MODEL
SPATIAL DATA MODEL
Objects on the earth surface are shown as continuous and discrete objects in spatial data models
Types of data models
Raster data model
vector data models
RASTER DATA MODEL
Basic Elements :
Extent
Rows
Columns
Origin
Orientation
Resolution: pixel = grain = grid cell
Ex: Bit Map Image (BMP),Joint Photographic Expert Group (JPEG), Portable Network Graphics(PNG) etc
RASTER DATA MODEL
VECTOR DATA MODEL
Basic Elements:
Location (x,y) or (x,y,z)
Explicit, i.e. pegged to a coordinate system
Different coordinate system (and precision) require different values
o e.g. UTM as integer (but large)
o Lat, long as two floating point numbers +/-
Points are used to build more complex features
Ex: Auto CAD Drawing File(DWG), Data Interchange(exchange) File(DXF), Vector Product Format (VPF) etc
VECTOR DATA MODEL
RASTER vs VECTORRaster is faster but Vector is corrector
TESSELLATIONS OF CONTINUOUS FIELDS
Triangular Irregular Network: (TIN)
TIN is a vector data structure for representing geographical information that is continuous
Digital elevation model
TIN is generally used to create Digital Elevation Model (DEM)
DIGITAL ELEVATION MODEL
DATA STRUCTURES
Data structure tells about how the data is stored
Data organization in raster data structures
Each cell is referenced directly
Each overlay Is referenced directly
Each mapping unit is referenced directly
Each overlay is separate file with general header
Measuring the size and shape of the Earth using the latest Surveying techniques. Includes a discussion on reference systems, projections, datums and coordinate transformations.
Topics:
1. Introduction to GIS
2. Components of GIS
3. Types of Data
4. Spatial Data
5. Non-Spatial Data
6. GIS Operations
7. Coordinate Systems
8. Datum
9. Map Projections
10. Raster Data Compression Techniques
11. GIS Software
12. Free GIS Data Resources
The Global Volcanism Program database for Lesser Sunda Islands currently contains 29 Holocene volcanoes, sorted below in geographical (volcano number) order.
A geographic information system (GIS) is a system designed to capture, store, manipulate, analyze, manage, and present all types of geographical data. The acronym GIS is sometimes used for geographical information science or geospatial information studies to refer to the academic discipline or career of working with geographic information systems and is a large domain within the broader academic discipline of Geoinformatics. In the simplest terms, GIS is the merging of cartography, statistical analysis, and computer science technology.
Introduction to various GIS software, google earth. Intro types, types of maps, map projections and hands on to Q GIS software. Introduction to latitude longitude system, shape file generation, geo referencing and digitization.
Let's dive deeper into the world of ODC! Ricardo Alves (OutSystems) will join us to tell all about the new Data Fabric. After that, Sezen de Bruijn (OutSystems) will get into the details on how to best design a sturdy architecture within ODC.
Accelerate your Kubernetes clusters with Varnish CachingThijs Feryn
A presentation about the usage and availability of Varnish on Kubernetes. This talk explores the capabilities of Varnish caching and shows how to use the Varnish Helm chart to deploy it to Kubernetes.
This presentation was delivered at K8SUG Singapore. See https://feryn.eu/presentations/accelerate-your-kubernetes-clusters-with-varnish-caching-k8sug-singapore-28-2024 for more details.
Epistemic Interaction - tuning interfaces to provide information for AI supportAlan Dix
Paper presented at SYNERGY workshop at AVI 2024, Genoa, Italy. 3rd June 2024
https://alandix.com/academic/papers/synergy2024-epistemic/
As machine learning integrates deeper into human-computer interactions, the concept of epistemic interaction emerges, aiming to refine these interactions to enhance system adaptability. This approach encourages minor, intentional adjustments in user behaviour to enrich the data available for system learning. This paper introduces epistemic interaction within the context of human-system communication, illustrating how deliberate interaction design can improve system understanding and adaptation. Through concrete examples, we demonstrate the potential of epistemic interaction to significantly advance human-computer interaction by leveraging intuitive human communication strategies to inform system design and functionality, offering a novel pathway for enriching user-system engagements.
Smart TV Buyer Insights Survey 2024 by 91mobiles.pdf91mobiles
91mobiles recently conducted a Smart TV Buyer Insights Survey in which we asked over 3,000 respondents about the TV they own, aspects they look at on a new TV, and their TV buying preferences.
Key Trends Shaping the Future of Infrastructure.pdfCheryl Hung
Keynote at DIGIT West Expo, Glasgow on 29 May 2024.
Cheryl Hung, ochery.com
Sr Director, Infrastructure Ecosystem, Arm.
The key trends across hardware, cloud and open-source; exploring how these areas are likely to mature and develop over the short and long-term, and then considering how organisations can position themselves to adapt and thrive.
The Art of the Pitch: WordPress Relationships and SalesLaura Byrne
Clients don’t know what they don’t know. What web solutions are right for them? How does WordPress come into the picture? How do you make sure you understand scope and timeline? What do you do if sometime changes?
All these questions and more will be explored as we talk about matching clients’ needs with what your agency offers without pulling teeth or pulling your hair out. Practical tips, and strategies for successful relationship building that leads to closing the deal.
PHP Frameworks: I want to break free (IPC Berlin 2024)Ralf Eggert
In this presentation, we examine the challenges and limitations of relying too heavily on PHP frameworks in web development. We discuss the history of PHP and its frameworks to understand how this dependence has evolved. The focus will be on providing concrete tips and strategies to reduce reliance on these frameworks, based on real-world examples and practical considerations. The goal is to equip developers with the skills and knowledge to create more flexible and future-proof web applications. We'll explore the importance of maintaining autonomy in a rapidly changing tech landscape and how to make informed decisions in PHP development.
This talk is aimed at encouraging a more independent approach to using PHP frameworks, moving towards a more flexible and future-proof approach to PHP development.
Kubernetes & AI - Beauty and the Beast !?! @KCD Istanbul 2024Tobias Schneck
As AI technology is pushing into IT I was wondering myself, as an “infrastructure container kubernetes guy”, how get this fancy AI technology get managed from an infrastructure operational view? Is it possible to apply our lovely cloud native principals as well? What benefit’s both technologies could bring to each other?
Let me take this questions and provide you a short journey through existing deployment models and use cases for AI software. On practical examples, we discuss what cloud/on-premise strategy we may need for applying it to our own infrastructure to get it to work from an enterprise perspective. I want to give an overview about infrastructure requirements and technologies, what could be beneficial or limiting your AI use cases in an enterprise environment. An interactive Demo will give you some insides, what approaches I got already working for real.
Search and Society: Reimagining Information Access for Radical FuturesBhaskar Mitra
The field of Information retrieval (IR) is currently undergoing a transformative shift, at least partly due to the emerging applications of generative AI to information access. In this talk, we will deliberate on the sociotechnical implications of generative AI for information access. We will argue that there is both a critical necessity and an exciting opportunity for the IR community to re-center our research agendas on societal needs while dismantling the artificial separation between the work on fairness, accountability, transparency, and ethics in IR and the rest of IR research. Instead of adopting a reactionary strategy of trying to mitigate potential social harms from emerging technologies, the community should aim to proactively set the research agenda for the kinds of systems we should build inspired by diverse explicitly stated sociotechnical imaginaries. The sociotechnical imaginaries that underpin the design and development of information access technologies needs to be explicitly articulated, and we need to develop theories of change in context of these diverse perspectives. Our guiding future imaginaries must be informed by other academic fields, such as democratic theory and critical theory, and should be co-developed with social science scholars, legal scholars, civil rights and social justice activists, and artists, among others.
Unsubscribed: Combat Subscription Fatigue With a Membership Mentality by Head...
Understanding Coordinate Systems and Projections for ArcGIS
1. Presented by
John Schaeffer
Juniper GIS Services, Inc.
This PowerPoint is available at JuniperGIS.comGIS LinksPresentations
Understanding Coordinate Systems for ArcGIS
2. Presentation Objectives
Understand basic concepts on coordinate systems for the GIS user.
Terminology – What all those words really mean
Geodesy – The shape of the Earth
Geographic Coordinate Systems
Datums
Map Projections
Projected Coordinate Systems
Working with Projections in ArcGIS
Changes in ArcGIS 10.1
Understanding Coordinate Systems for ArcGIS
3. Coordinate System – A reference framework consisting of:
A set of points, lines and/or surfaces, and a set of rules,
used to define the positions of points in space, in either two or three dimensions.
Projection Terminology - From the ArcGIS Glossary
Understanding Coordinate Systems for ArcGIS
4. Geographic Coordinate System – A reference system that uses:
Latitude and longitude to define the locations of points on the surface of
a sphere or spheroid.
A geographic coordinate system definition includes a datum, prime meridian,
and angular unit.
Understanding Coordinate Systems for ArcGIS
Projection Terminology - From the ArcGIS Glossary
5. Projected Coordinate System – A reference system used to:
locate x, y, and z positions of point, line, and area features in
two or three dimensions.
A projected coordinate system is defined by a geographic coordinate system, a map
projection, any parameters needed by the map projection, and a linear unit of measure.
Understanding Coordinate Systems for ArcGIS
Projection Terminology - From the ArcGIS Glossary
6. Planar Coordinate System – A two-dimensional measurement system
that locates features on a plane based on their distance from an origin (0,0)
along two perpendicular axes.
Understanding Coordinate Systems for ArcGIS
Projection Terminology - From the ArcGIS Glossary
7. Cartesian Coordinate System – A two-dimensional, planar coordinate system
in which horizontal distance is measured along an x-axis and vertical distance is
measured along a y-axis.
Each point on the plane is defined by an x,y coordinate. Relative measures of
distance, area, and direction are constant.
X and Y values are positive only in the upper-right quadrant.
Understanding Coordinate Systems for ArcGIS
Projection Terminology - From the ArcGIS Glossary
8. Datum – The reference specifications of a
measurement system, usually a system of
coordinate positions on a surface
(a horizontal datum) or heights above or
below a surface (a vertical datum).
Geodetic Datum – A datum that is
the basis for calculating positions on the
earth's surface or heights above or
below the earth's surface.
Datums are based on specific Ellipsoids
and sometimes have the same name
as the ellipsoid.
Understanding Coordinate Systems for ArcGIS
Projection Terminology - From the ArcGIS Glossary
9. Geocentric Datum – A horizontal geodetic datum based on an ellipsoid that has its
origin at the earth's center of mass.
Examples are the World Geodetic System of 1984, the North American Datum of
1983, and the Geodetic Datum of Australia of 1994. The first uses the WGS84
ellipsoid; the latter two use the GRS80 ellipsoid.
Geocentric Datums are more compatible with GPS.
Local Datum –
A Horizontal Geodetic datum
based on an ellipsoid that
has its origin on the
surface of the earth, such
as the North American
Datum of 1927.
Understanding Coordinate Systems for ArcGIS
Projection Terminology - From the ArcGIS Glossary
10. Ellipsoid/Spheriod – A three-dimensional, closed geometric shape, all planar
sections of which are ellipses or circles.
A three-dimensional shape obtained by rotating
an ellipse about its minor axis, with dimensions
that either approximate the earth as a whole,
or with a part that approximates the
corresponding portion of the geoid.
A mathematical figure that approximates the
shape of the Earth in form and size, and which
is used as a reference surface - or DATUM for
Geodetic surveys. (From Nationalatlas.gov)
Understanding Coordinate Systems for ArcGIS
Projection Terminology - From the ArcGIS Glossary
11. Transformation – The process of converting the coordinates of a map
or an image from one system to another, typically by shifting, rotating,
scaling, skewing, or projecting them.
Geographic Transformation – A systematic conversion of the latitude-longitude
values for a set of points from one geographic coordinate system - Datum - to equivalent
values in another geographic coordinate system.
Often called the “Datum Shift”
Understanding Coordinate Systems for ArcGIS
Projection Terminology - From the ArcGIS Glossary
12. Projection(Map Projection) – A method by which the curved surface
of the earth is portrayed on a flat surface.
This requires a systematic mathematical transformation of the
earth's graticule of lines of longitude and latitude onto a plane.
Understanding Coordinate Systems for ArcGIS
Projection Terminology - From the ArcGIS Glossary
13. Geographic Coordinate System – The earth as a sphere, with location in
latitude and longitude, with units in degrees.
Projected Coordinate System – The earth, or parts of it, flat, with location
in constant units.
Datum – A large scale reference grid based on a spheriodal model of the earth.
Projection – a method of converting locations from one coordinate system to another.
Geographic Transformation – a method to convert locations from one datum to another
datum as part of a projection.
Projection Terminology – What you really need to know
Understanding Coordinate Systems for ArcGIS
14. Geographic and Projected Coordinate Systems are tied to Datums
Datums reflect different ways of
measuring the shape of the earth
and impact both Geographic
Coordinate Systems using
Latitude/Longitude
and Projected Coordinate Systems.
Datums can be considered as a
set of established reference points
to which coordinate systems are
registered.
Coordinate Systems and Datums
Understanding Coordinate Systems for ArcGIS
15. Datums and Geographic Coordinate Systems
(GCS) are often the same, and the terms are
sometimes used interchangeably.
In many cases a datum may be named the
same as a GCS.
In ArcGIS, almost anytime you see the
phrase Geographic Coordinate System
or GCS, think Datum.
Coordinate Systems and Datums
Understanding Coordinate Systems for ArcGIS
16. Coordinate Systems and Datums
Common Datums used in the US:
North American Datum 1927 (NAD 27) & Old Hawai'ian
Based on Clarke Ellipsoid of 1866
North American Datum 1983 (NAD 83)
Based on the GRS80 Ellipsoid
High-Accuracy Reference Networks (HARN)
Based on the GRS80 Ellipsoid but uses GPS satellites for control
World Geodetic System 1984 (WGS84)
Based on the WGS 1984 Ellipsoid
Difference between NAD27 and NAD83 in the western US is about 100 meters.
Difference between NAD83 and HARN is about 16 feet.
Understanding Coordinate Systems for ArcGIS
17. Coordinate Systems and Datums
Control points for North American Datum 1927
Understanding Coordinate Systems for ArcGIS
18. Coordinate Systems and Datums
Control points for North American Datum 1983
Understanding Coordinate Systems for ArcGIS
19. Geodesy – Study of the shape of the Earth
The earth was initially thought to be flat.
Later thought to be a sphere.
French geographers in the 1730’s proved that the earth is an ellipsoidspheroid.
Common ellipsoids used now are Clarke 1866, the Geodetic Reference
System of 1980(GRS80) and more recently the WGS84 ellipsoid.
These are just different measurements of the “flattening” at the poles.
Understanding Coordinate Systems for ArcGIS
20. ...And then there’s the Geoid
This is a hypothetical figure of the earth that represents the surface as
being at mean sea level, but still influenced by gravitational pull, density
of earth’s materials, and hydrostatic forces.
Geodesy – Study of the shape of the Earth
Understanding Coordinate Systems for ArcGIS
21. Ellipsoid or Geoid??
This effects how elevation is measured, and also can effect
the location of a point on the earth.
When working between different coordinate systems, you may
need to know how elevation is being measured:
Height above Ellipsoid (HAE)
Height above Geoid (HAG)
In Bend, Oregon the ellipsoid is about 64’ below the geoid.
Geodesy – Study of the shape of the Earth
Understanding Coordinate Systems for ArcGIS
22. Measuring the Earth in 3D – Latitude and Longitude
Latitude/Longitude measures in degrees — not in distance. The
actual length of a degree changes over different parts of the earth.
Understanding Coordinate Systems for ArcGIS
23. Location North or South (Latitude) is measured from the Equator
Measuring the Earth in 3D – Latitude and Longitude
Understanding Coordinate Systems for ArcGIS
24. Location East or West (Longitude) is measured from the Prime Meridian
Measuring the Earth in 3D – Latitude and Longitude
Understanding Coordinate Systems for ArcGIS
25. Distortion – Impossible to flatten a round object without distortion
Projections try to preserve one or more of the following properties:
Area – sometimes referred to as equivalence
Shape – usually referred to as “conformality”
Direction – or “azimuthality”
Distance
When choosing a projection, consider what type of measurement is important.
Measuring the Earth in 3D – Latitude and Longitude
Understanding Coordinate Systems for ArcGIS
26. “The transformation of the round earth onto a flat surface
using Latitude and Longitude as a reference.”
Projections – Going from 3D to Flat Maps
Understanding Coordinate Systems for ArcGIS
27. Projections – Going from 3D to Flat Maps
The World as seen from Space in 3D
Understanding Coordinate Systems for ArcGIS
28. The World Projected onto a Flat Surface
Projections – Going from 3D to Flat Maps
Understanding Coordinate Systems for ArcGIS
29. The World as seen from an Oregon perspective
Projections – Going from 3D to Flat Maps
Understanding Coordinate Systems for ArcGIS
30. The World as seen from an Indonesian perspective
Projections – Going from 3D to Flat Maps
Understanding Coordinate Systems for ArcGIS
31. The World as seen from
a Kenyan perspective
Projections – Going from 3D to Flat Maps
Understanding Coordinate Systems for ArcGIS
32. The World as seen from an Indian perspective
Projections – Going from 3D to Flat Maps
Understanding Coordinate Systems for ArcGIS
33. The World as seen
from the Old
Hawai'ian perspective
Projections – Going from 3D to Flat Maps
Understanding Coordinate Systems for ArcGIS
34. Projections are created by transferring points on the earth onto a flat surface.
Think of this as having a light in the middle of the earth, shining through the earth’s
surface, onto the projection surface. There are three basic methods for doing this:
Planar – projection surface laid flat against the earth
Conic – cone is placed on or through the surface of the earth
Cylindrical – projection surface wrapped around the earth
Where the projection surface touches the earth is called the “Standard Line.”
Projections – Going from 3D to Flat Maps
Understanding Coordinate Systems for ArcGIS
35. Projections – Polar Planar Projection
Understanding Coordinate Systems for ArcGIS
39. Projections – Origami Projection
For the official descriptions of projection types,
see http://erg.usgs.gov/isb/pubs/MapProjections/projections.html
or Google on USGS Projections Poster
Understanding Coordinate Systems for ArcGIS
41. Projection Distortion –
Conic Projection cutting through the earth’s surface at 2 parallels
Understanding Coordinate Systems for ArcGIS
42. Projected Coordinate Systems – Plotting Location on a Flat Map
Once reference points have been projected to a flat plane, a coordinate
system is established that provides a common reference on the ground.
These are also sometimes called “Map Grids” and are usually based on
the Cartesian Coordinate system.
Understanding Coordinate Systems for ArcGIS
43. Coordinate systems have a baseline running East-West,
and a baseline running North-South, used to measure distance
in two directions from the origin.
The origin, with a given value of 0,0 is where the baselines intersect.
The location of any point can be described by listing two coordinates,
one showing the distance from the East-West baseline
and one showing the distance from the North-South baseline.
Most CAD and mapping systems refer to the coordinates as “X,Y”
but sometimes the coordinates are referred to as “Easting” and “Northing.”
Projected Coordinate Systems – Plotting Location on a Flat Map
Understanding Coordinate Systems for ArcGIS
44. The two most common types of projected coordinate systems
in use in the United States for local work are:
State Plane Coordinate System
UTM (Universal Transverse Mercator) Coordinate System
For regional or continental work:
North America Albers Equal Area Conic
North America Lambert Conformal Conic
Projected Coordinate Systems – Plotting Location on a Flat Map
Understanding Coordinate Systems for ArcGIS
45. State Plane Coordinate System
One or more zones for each state.
Usually based on Lambert Conic Conformal
projection for East-West trending states and
Transverse Mercator projection for states
running North-South.
Usually has a “False Easting” or “False Northing”
so that all units are positive.
Units are usually in feet.
International feet, US Feet, Survey Feet,
Projected Coordinate Systems – Plotting Location on a Flat Map
Understanding Coordinate Systems for ArcGIS
46. Projected Coordinate Systems – Plotting Location on a Flat Map
Based on a Conic Conformal Projection that with two points of tangency
Understanding Coordinate Systems for ArcGIS
47. Projected Coordinate Systems – Plotting Location on a Flat Map
Based on a Lambert Conic Conformal Projection that with two points of tangency
Understanding Coordinate Systems for ArcGIS
48. Projected Coordinate Systems – Plotting Location on a Flat Map
Based on a Transverse Mercator Projection
Understanding Coordinate Systems for ArcGIS
49. Projected Coordinate Systems – Plotting Location on a Flat Map
Based on a Transverse Mercator Projection
Understanding Coordinate Systems for ArcGIS
50. Projected Coordinate Systems – Plotting Location on a Flat Map
How Long is a Foot?
Many Types of Feet – all related to Meter
Many names, but not consistent
Foot = International Foot??; Foot_US = Survey Foot??
Wrong foot can have significant impact
Understanding Coordinate Systems for ArcGIS
51. Projected Coordinate Systems – Plotting Location on a Flat Map
How Long is a Foot?
Understanding Coordinate Systems for ArcGIS
52. UTM Coordinate System
Used often by federal agencies.
Units are usually in meters.
Based on
Transverse Mercator projection.
Usually has a “False Northing”
and “False Easting” so that all
units are positive.
Projected Coordinate Systems – Plotting Location on a Flat Map
Understanding Coordinate Systems for ArcGIS
53. UTM Coordinate System
Projected Coordinate Systems – Plotting Location on a Flat Map
Understanding Coordinate Systems for ArcGIS
54. UTM Coordinate System
Projected Coordinate Systems – Plotting Location on a Flat Map
Understanding Coordinate Systems for ArcGIS
55. UTM Coordinate System on the Equator
Projected Coordinate Systems – Plotting Location on a Flat Map
Understanding Coordinate Systems for ArcGIS
56. So what do we do with this information?
Hopefully you now know enough about ellipsoids, projections, datums, and
coordinate systems to understand why some systems have been used.
Better understand what is required
when projecting data.
And how to determine the parameters
needed to project data from
one system to another.
Key parameters to look for are:
Coordinate system
Projection
Type of Datum Type of Spheroid
Standard parallel(s) and or meridians
False Easting False Northing
Units
Understanding Coordinate Systems for ArcGIS
57. Working with Projections in ArcGIS
Data needs to be in the same coordinate system for display and analysis
ArcGIS needs to know the coordinate system of the data.
Coordinate information is saved in:
projection files, (.prj),
world files(tfw,.jpw),
auxiliary files(.aux),
or within the geodatabase
Understanding Coordinate Systems for ArcGIS
58. Coordinate information can be viewed in several places.
ArcCatalog>Description>Metadata>Spatial
ArcMap>Layer>Properties…>Source
ArcCatalog>Properties…>XY
Coordinate System
ArcMap>DataFrame Properties…
>Coordinate Systems>Layers
Working with Projections in ArcGIS
Understanding Coordinate Systems for ArcGIS
59. Coordinate system can be defined in
ArcCatalog, as a property of the data,
or in ArcToolbox using Projections…>
Define Projection Tool.
Working with Projections in ArcGIS
Understanding Coordinate Systems for ArcGIS
10.0 Dialog
61. The coordinate system can
be changed using ArcToolbox
with Projections…>Project Tool
Important to understand the difference
between defining the coordinate system
and projecting the data to a different
coordinate system
The correct coordinate system must be
defined before data can be projected.
Working with Projections in ArcGIS
Understanding Coordinate Systems for ArcGIS
62. Projecting Data in ArcGIS
Projecting data might also
mean changing the Datum by
using a specific transformation.
When changing Datums, you
have a choice of transformations.
How to know??
C:Program FilesArcGISDesktop
10.0(10.1)Documentation
Geographic_Transformations.pdf
Or search for article 21327
In ArcGIS Resources.
Working with Projections in ArcGIS
Understanding Coordinate Systems for ArcGIS
63. Projecting Data in ArcGIS – Transformation Methods
Projection Methods
For NAD27 to
WGS84 from
Pegt_namewhere.doc
Working with Projections in ArcGIS
Understanding Coordinate Systems for ArcGIS
64. Projecting Data in ArcGIS – Transformation Methods
Transformation Methods for Hawai'i coordinate systems from
Geographic_Transformations.pdf
Working with Projections in ArcGIS
Understanding Coordinate Systems for ArcGIS
65. Projecting Data in ArcGIS – Transformation methods NAD83/WGS84
These maps are
available
from ArcScripts.
The script is
named
Geographic
Transformation
Formula Maps;
Created by
Rob Burke.
http://arcscripts.
esri.com/details.
asp?dbid=15287
For US, …1984 _5 is
recommended
by ESRI
Working with Projections in ArcGIS
Understanding Coordinate Systems for ArcGIS
66. Projecting Data in ArcGIS – Transformation methods NAD27/WGS84
These maps are
available
from ArcScripts.
The script is
named
Geographic
Transformation
Formula Maps;
Created by
Rob Burke.
http://arcscripts.
esri.com/details.
asp?dbid=15287
Working with Projections in ArcGIS
Understanding Coordinate Systems for ArcGIS
67. Projecting Data in ArcGIS – Transformation methods NAD27/NAD83
These maps are
available
from ArcScripts.
The script is
named
Geographic
Transformation
Formula Maps;
Created by
Rob Burke.
http://arcscripts.
esri.com/details.
asp?dbid=15287
Working with Projections in ArcGIS
Understanding Coordinate Systems for ArcGIS
68. Projecting Data in ArcGIS – Transformation methods NAD83WGS84 – 10.1
10.1 provides transformation choices sorted
by suitability for layer’s extent – maybe??
Working with Projections in ArcGIS
Understanding Coordinate Systems for ArcGIS
69. Projecting Data in ArcGIS
In some cases, you
might need to do
two transformations. 10.0
The dialog is smart enough to keep
the Geographic Transformation
drop-down button “active” if you
haven’t selected all the needed
transformations.
10.1
Working with Projections in ArcGIS
Understanding Coordinate Systems for ArcGIS
70. Projecting Data in ArcGIS
ArcGIS will also project data as part of most Geoprocessing operations –
But you must set the transformation methods
in the Geoprocessing Environments or this
may yield inaccurate results when datum
changes are necessary.
Geoprocessing>Environments>Output Coordinates
Working with Projections in ArcGIS
Understanding Coordinate Systems for ArcGIS
71. ArcGIS will project data “on the fly” when you add data to ArcMap
Coordinate system must be set for the data frame
Transformations methods can be set if you
know the specifics of the data being added.
Works on raster data (images)
and vector data.
Project on the fly is not as “mathematically
rigorous” as using the project tool.
Best procedure for highest accuracy:
Do all projections through the Project Tool
Working with Projections in ArcGIS
Understanding Coordinate Systems for ArcGIS
72. Modifying a Projection in ArcGIS
Projections can
be modified to
align with the
area of interest
Working with Projections in ArcGIS
10.1
Understanding Coordinate Systems for ArcGIS
73. How to determine what projection data is
in when there is no metadata
Bring data into an empty map and check some of the
coordinate values. If you know typical values, that may help
Can be hard to tell difference
between NAD27 and NAD83 for
UTM or NAD83 and Harn for State
Plane because those numbers
only vary a few feet to a 100 meters
Compare unknown data to a
known reference layer
Check ESRI help for article 24893 –
this has some suggestions
Working with Projections in ArcGIS
Understanding Coordinate Systems for ArcGIS
74. Demonstrations
Working with “Project on the Fly” and transformations
Modifying Projections
What is the problem with this projection??
Working with Projections in ArcGIS
Understanding Coordinate Systems for ArcGIS