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The following are some questions we commonly we receive concerning the use of ESRI and Leica software products, as well as, entries referenced from ESRI and Leica support directly. Please give us feedback if you don't see an answer to your question.
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Product List > ArcInfo Desktop > ArcMap > Projections
How do you select a suitable Map Projection or Coordinate System?
A map projection describes the process of taking a view of a spherical globe and drawing that information on a flat piece of paper. Four properties apply to map projections:

1) DIRECTION; 2) DISTANCE; 3) AREA; 4) SHAPE

To select a map projection, determine which of the properties is the most important for the project, and select the coordinate system or map projection that best preserves that property. The book "Understanding Map Projections" is a valuable resource. It provides a summary card listing: supported map projections, projection properties, projection extents, general applications for a projection, and more. See Related Information, below, to order the book from the ESRI Bookstore.

The project-on-the-fly functionality in ArcMap is very good for quickly viewing data in several different coordinate systems. Use ArcMap and change the coordinate system of a dataframe with some test data. Experiment with several coordinate systems to demonstrate the properties of various map projections, and their effect on the related data.
Projection Basics: What the GIS professional needs to know.
The following concepts are fundamental to understanding the use of map projections in ArcGIS.
  1. Coordinate systems, also known as map projections, are arbitrary designations for spatial data. Their purpose is to provide a common basis for communication about a particular place or area on the earth's surface. The most critical issue in dealing with map projections is knowing what the projection is and having the correct coordinate system information associated with a dataset.
  2. When the first map projections were devised, it was assumed, incorrectly, that the earth was flat. Later the assumption was revised, and the earth was a assumed to be a perfect sphere. About the beginning of the 19th century, people began to realize that the earth was not perfectly round. This was the beginning of the concept of the cartographic spheroid.
  3. To more accurately represent locations on the earth's surface, map makers studied the shape of the earth (geodesy)and created the concept of the spheroid. Then geographic coordinate systems (GCS) were devised, which include a datum, units of measure, and a prime meridian. A datum links a spheroid to a particular portion of the earth's surface. Recent datums are designed to fit the entire earth's surface well.
  4. The most commonly used datums in North America are:

    NAD 1927 {North American Datum 1927} using the Clarke 1866 spheroid
    NAD 1983 {North American Datum 1983} using the GRS 1980 spheroid
    WGS 1984 {World Geodetic Survey 1984} using the WGS 1984 spheroid
    Newer spheroids are developed from satellite measurements and are more accurate than those developed by Clarke in 1866.

    Sometimes the terms 'geographic coordinate system' and 'datum' are used interchangeably.
  5. The coordinates for data will change depending on the datum and spheroid on which those coordinates are based, even if using the same map projection and parameters.

    For example, the geographic coordinates below are for the city of Bellingham, Washington using 3 different datums:

    DATUM X-Coordinate Y-Coordinate
    NAD_1927 -122.466903686523 48.7440490722656
    NAD_1983 -122.46818353793 48.7438798543649
    WGS_1984 -122.46818353793 48.7438798534299

  6. A principal of good data management is to obtain the projection parameters from the data source providing the data. It is possible to make an educated guess about the projection of data, but guess work doesn't build a reliable GIS database. The necessary parameters are the following:

    Projection
    Units of measure
    ZONE (for UTM)
    FIPS zone (for State Plane)
    Datum

    Other parameters may be required, depending on the projection. For example, Albers and Lambert projections require the following parameters:

    1st standard parallel, in degrees, minutes and seconds (DMS)
    2nd standard parallel (DMS)
    Central meridian (DMS)
    Latitude of projections origin (DMS)
    False easting and units of measure
    False northing and units of measure
    X-shift and units of measure
    Y-shift and units of measure

What do the terms geoid, ellipsoid, spheroid and datum mean, and how are they related?
What do the terms geoid, ellipsoid, spheroid and datum mean, and how are they related?

The geoid is defined as the surface of the earth's gravity field, which is approximately the same as mean sea level. It is perpendicular to the direction of gravity pull. Since the mass of the Earth is not uniform at all points, and the direction of gravity changes, the shape of the geoid is irregular.

Click on the link below to access a website maintained by the National Oceanographic & Atmospheric Administration (NOAA). The website has links to images showing interpretations of the geoid under North America.

NOAA Geoid Index

To simplify the model, various spheroids or ellipsoids have been devised. These terms are used interchangeably. For the remainder of this article, the term spheroid will be used.

A spheroid is a three-dimensional shape created from a two-dimensional ellipse. The ellipse is an oval, with a major axis (the longer axis), and a minor axis (the shorter axis). If you rotate the ellipse, the shape of the rotated figure is the spheroid.

The semi-major axis is half the length of the major axis. The semi-minor axis is half the length of the minor axis.

For the earth, the semi-major axis is the radius from the center of the earth to the equator, while the semi-minor axis is the radius from the center of the earth to the pole.

One particular spheroid is distinguished from another by the lengths of the semi-major and semi-minor axes. For example, compare the Clarke 1866 spheroid with the GRS 1980 spheroid and the WGS 1984 spheroid, based on the measurements (in meters) below.

Clarke 1866 6378206.4 6356583.8
GRS80 1980 6378137 6356752.31414
WGS84 1984 6378137 6356752.31424518

A particular spheroid can be selected for use in a specific geographic area, because that particular spheroid does an exceptionally good job of mimicking the geoid for that part of the world. For North America, the spheroid of choice is GRS 1980, on which the North American Datum 1983 (NAD83) is based.

A datum is built on top of the selected spheroid, and can incorporate local variations in elevation. With the spheroid, the rotation of the ellipse creates a totally smooth surface across the world. Since this doesn't reflect reality very well, a local datum permits local variations in elevation to be incorporated.

The underlying datum and spheroid to which coordinates for a dataset are projected can change the coordinate values. An illustrative example using the city of Bellingham, Washington follows.

Compare the coordinates in decimal degrees for Bellingham using NAD27, NAD83 and WGS84. It is apparent that while NAD83 and WGS84 express coordinates that are nearly identical, NAD27 is quite different, because the underlying shape of the earth is expressed differently by the datums and spheroids used.

DATUM X-Coordinate Y-Coordinate
NAD_1927 -122.466903686523 48.7440490722656
NAD_1983 -122.46818353793 48.7438798543649
WGS_1984 -122.46818353793 48.7438798534299

The X-Coordinate is the measurement of the angle from the Prime Meridian at Greenwich, England, to the center of the earth, then west to the longitude of Bellingham, Washington. The Y-Coordinate is the measurement of the angle formed from the equator to the center of the earth, then north to the latitude of Bellingham, Washington.

If the surface of the earth, at Bellingham is bulged out, the angular measurements in decimal degrees from Greenwich and the equator will become slightly larger. If the surface at Bellingham is lowered, the angles will become slightly smaller. This is how the coordinates change based on the datum.

How do I select the correct datum transformation when projecting between datums?
It is necessary to specify a geographic or datum transformation when using the ArcToolbox Project Wizard to project shapefiles and geodatabase feature classes between different geographic coordinate systems, or datums.

Click the first link in the Related Information section to access a list of the datum transformations available in ArcGIS and the geographic areas for which these transformations are appropriate. This information is extracted from the PDF file that is referenced in the second link.

Datum transformations work in either direction. For example, the transformation NAD_1927_to_NAD_1983_NADCON will transform from NAD1927 to NAD1983, as well as from NAD1983 to NAD1927.

Related Information
* ArcGIS Projection Engine v.8.3 Datum transformation methods and appropriate geographic areas
* Projection Engine: Supported Coordinate Systems and Geographic Transformations
* ArcGIS Projection Engine v.9.0 Datum transformation methods and appropriate geographic areas
How do I check the coordinate systems of the dataframe and layers in ArcMap?
ArcMap supports project on the fly, meaning that you can make a map in one projection (referred to as a coordinate system) and have your data stored in any number of different projections. The projection of your map is the dataframe coordinate system. There is only one coordinate system for your dataframe. The projection of your data is the data coordinate system. There can be as many data coordinate systems as there are layers in your map.

To check your data and dataframe coordinate systems in ArcMap:
Check your dataframe coordinate system by double clicking on the dataframe and selecting the Coordinate System tab.

Check your data coordinate system by double clicking on a layer in the ArcMap Table of Contents and selecting the Source tab.
Which dataset determines the coordinate system of my data frame?
The first layer added to the data frame defines its coordinate system. This is true whether the data is projected or geographic. For example, if the first layer added contains a Lambert Conformal Conic projected coordinate system, all other layers will project on the fly to match this. Similarly, if the first layer added to the data frame contains data that uses a WGS84 geographic coordinate system, all other layers will adjust to match this. Even data that uses a projected coordinate system will unproject on the fly.

To force the data frame to use a coordinate system of any subsequently-added layer, click Data Frame Properties > Coordinate System, and select a coordinate system from the Layers folder.

Why do I get a warning message about one or more layers missing spatial reference information?

You will receive this warning message if any of the data you add to ArcMap doesn't contain coordinate system information. This message only appears once per ArcMap session, no matter how many times you subsequently add data without a defined coordinate system.

To avoid seeing this message in the future, make sure all your data contains coordinate system information. For topics about defining coordinate systems for various data types, see the ArcGIS Desktop Help Index under 'Coordinate systems.'

Is GCS_Assumed_Geographic_1 a coordinate system?
No, GCS_ASSUMED_GEOGRAPHIC_1 is not a real coordinate system. If the spatial reference in ArcGIS displays this name, it means that there is no projection file associated with the data. To overlay the data properties correctly in ArcMap, take steps to define the coordinate system.

The 'GCS_ASSUMED_GEOGRAPHIC_1' spatial reference definition was created for ArcGIS to permit ArcMap to "guess" at the coordinate system for data, which has coordinates in decimal degrees. This causes ArcMap to make the same assumptions about the spatial reference for data that exist in ArcInfo Workstation and ArcView 3.x.

To identify and define the projection for the data, refer to the ESRI technical article "Projection Basics: What the GIS professional needs to know", listed in Related Information, below.

When do I use the 'Define Projection Wizard' and 'Project Wizard'?

The ArcToolBox 'Define Projection Wizard' creates a spatial reference giving the projection parameters of the data. The 'Define Projection Wizard' is used to add a projection definition to the data, based on the existing coordinate system of the data. The 'Define Projection Wizard' is NOT be used to change the projection of data.

Projection parameters used to define the projection should be obtained from the data source, or from the metadata associated with the data set.

After defining the projection, use the ArcToolBox Project Wizard to change the projection from the current coordinate system to another coordinate system.

Where can I find more information about coordinate systems, map projections, and datums?
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