Map Projection Overview
Peter H. Dana
Department of Geography, University of Texas at Austin
Your suggestions are welcome - this is work in progress from The Geographer's Craft,
Department of Geography, University of Texas at Austin.
(thanks to all those who have taken the time to send comments
and corrections)
Send mail to: pdana@mail.utexas.edu
The correct URL for this page is: http://www.utexas.edu/depts/grg/gcraft/notes/mapproj/mapproj.html
These materials may be used for study, research, and education,
but please credit the author, Peter H. Dana, The Geographer's
Craft Project, Department of Geography, The University of Texas
at Austin. All commercial rights reserved. Copyright 1995 Peter
H. Dana.
Revised: 6/23/97
Associated Overviews
Table of Contents
- Map projections are attempts to portray the surface of the
earth or a portion of the earth on a flat surface. Some distortions
of conformality, distance, direction, scale, and area always result
from this process. Some projections minimize distortions in some
of these properties at the expense of maximizing errors in others.
Some projection are attempts to only moderately distort all of
these properties.
- Conformality
- When the scale of a map at any point on the map is the same
in any direction, the projection is conformal. Meridians (lines
of longitude) and parallels (lines of latitude) intersect at right
angles. Shape is preserved locally on conformal maps.
- Distance
- A map is equidistant when it portrays distances from the center
of the projection to any other place on the map.
- Direction
- A map preserves direction when azimuths (angles from a point
on a line to another point) are portrayed correctly in all directions.
- Scale
- Scale is the relationship between a distance portrayed on
a map and the same distance on the Earth.
- Area
- When a map portrays areas over the entire map so that all
mapped areas have the same proportional relationship to the areas
on the Earth that they represent, the map is an equal-area map.
- Different map projections result in different spatial relationships
between regions.
- Map projections fall into four general classes.
- Cylindrical projections result from projecting a spherical
surface onto a cylinder.
- When the cylinder is tangent to the sphere contact is along
a great circle (the circle formed on the surface of the Earth
by a plane passing through the center of the Earth)..
- In the secant case, the cylinder touches the sphere along
two lines, both small circles (a circle formed on the surface
of the Earth by a plane not passing through the center of the
Earth).
- When the cylinder upon which the sphere is projected is at
right angles to the poles, the cylinder and resulting projection
are transverse.
- When the cylinder is at some other, non-orthogonal, angle
with respect to the poles, the cylinder and resulting projection
is oblique.
- Conic projections result from projecting a spherical surface
onto a cone.
- When the cone is tangent to the sphere contact is along a
small circle.
- In the secant case, the cone touches the sphere along two
lines, one a great circle, the other a small circle.
- Azimuthal projections result from projecting a spherical surface
onto a plane.
- When the plane is tangent to the sphere contact is at a single
point on the surface of the Earth.
- In the secant case, the plane touches the sphere along a small
circle if the plane does not pass through the center of the earth,
when it will touch along a great circle.
- Miscellaneous projections include unprojected ones such as
rectangular latitude and longitude grids and other examples of
that do not fall into the cylindrical, conic, or azimuthal categories
Table of Contents
- Cylindrical Equal Area
- Cylindrical Equal-Area projections have straight meridians
and parallels, the meridians are equally spaced, the parallels
unequally spaced. There are normal, transverse, and oblique cylindrical
equal-area projections. Scale is true along the central line (the
equator for normal, the central meridian for transverse, and a
selected line for oblique) and along two lines equidistant from
the central line. Shape and scale distortions increase near points
90 degrees from the central line.
- Behrmann Cylindrical Equal-Area
- Gall's Stereographic Cylindrical
- Gall's stereographic cylindrical projection results from projecting
the earth's surface from the equator onto a secant cylinder intersected
by the globe at 45 degrees north and 45 degrees south. This projection
moderately distorts distance, shape, direction, and area.
Gall's Sterographic Cylindrical
- Peters
- The Peters projection is a cylindrical equal-area projection
that de-emphasizes area exaggerations in high latitudes by shifting
the standard parallels to 45 or 47 degrees.
Peters
- Mercator
- The Mercator projection has straight meridians and parallels
that intersect at right angles. Scale is true at the equator or
at two standard parallels equidistant from the equator. The projection
is often for marine navigation because all straight lines on the
map are lines of constant azimuth.
Mercator
- Miller Cylindrical
- The Miller projection has straight meridians and parallels
that meet at right angles, but straight lines are not of constant
azimuth. Shapes and areas are distorted. Directions are true only
along the equator. The projection avoids the scale exaggerations
of the Mercator map.
Miller Cylindrical
- Oblique Mercator
- Oblique Mercator projections are used to portray regions along
great circles. Distances are true along a great circle defined
by the tangent line formed by the sphere and the oblique cylinder,
elsewhere distance, shape, and areas are distorted. Once used
to map Landsat images (now replaced by the Space Oblique Mercator),
this projection is used for areas that are long, thin zones at
a diagonal with respect to north, such as Alaska State Plane Zone
5001.
Oblique Mercator (Alaska State Plane Zone 5001)
- Transverse Mercator
- Transverse Mercator projections result from projecting the
sphere onto a cylinder tangent to a central meridian. Transverse
Mercator maps are often used to portray areas with larger north-south
than east-west extent. Distortion of scale, distance, direction
and area increase away from the central meridian.
- Many national grid systems are based on the Transverse Mercator
projection
- The British National Grid (BNG) is based on the National Grid
System of England, administered by the British Ordnance Survey.
The true origin of the system is at 49 degrees north latitude
and 2 degrees west longitude. The false origin is 400 km west
and 100 km north. Scale at the central meridian is 0.9996. The
first BNG designator defines a 500 km square. The second designator
defines a 100 km square. The remaining numeric characters define
10 km, 1 km, 100 m, 10 m, or 1 m eastings and northings.
British National Grid 100 km Squares
- The Universal Transverse Mercator (UTM) projection is used
to define horizontal, positions world-wide by dividing the surface
of the Earth into 6 degree zones, each mapped by the Transverse
Mercator projection with a central meridian in the center of the
zone. UTM zone numbers designate 6 degree longitudinal strips
extending from 80 degrees South latitude to 84 degrees North latitude.
UTM zone characters designate 8 degree zones extending north and
south from the equator.
UTM Zones
- Eastings are measured from the central meridian (with a 500km
false easting to insure positive coordinates). Northings are measured
from the equator (with a 10,000km false northing for positions
south of the equator).
UTM Zone 14
Table of Contents
- Pseudocylindrical projections resemble cylindrical projections,
with straight and parallel latitude lines and equally spaced meridians,
but the other meridians are curves.
- Mollweide
- The Mollweide projection, used for world maps, is pseudocylindrical
and equal-area. The central meridian is straight. The 90th meridians
are circular arcs. Parallels are straight, but unequally spaced.
Scale is true only along the standard parallels of 40:44 N and
40:44 S.
Mollweide Projection
- Eckert Projections
- Eckert IV Equal Area
- The Eckert IV projection, used for world maps, is a pseudocylindrical
and equal-area. The central meridian is straight, the 180th meridians
are semi-circles, other meridians are elliptical. Scale is true
along the parallel at 40:30 North and South.
Eckert IV Equal Area
- Eckert VI Equal Area
- The Eckert VI projection , used for maps of the world, is
pseudocylindrical and equal area. The central meridian and all
parallels are at right angles, all other meridians are sinusoidal
curves. Shape distortion increases at the poles. Scale is correct
at standard parallels of 49:16 North and South.
Eckert VI Equal Area
- Robinson
- The Robinson projection is based on tables of coordinates,
not mathematical formulas. The projection distorts shape, area,
scale, and distance in an attempt to balance the errors of projection
properties.
Robinson
- Sinusoidal Equal Area
- Sinusoidal equal-area maps have straight parallels at right
angles to a central meridian. Other meridians are sinusoidal curves.
Scale is true only on the central meridian and the parallels.
Often used in countries with a larger north-south than east-west
extent.
Sinusoidal Equal Area
Table of Contents
- Albers Equal Area Conic
- A conic projection that distorts scale and distance except
along standard parallels. Areas are proportional and directions
are true in limited areas. Used in the United States and other
large countries with a larger east-west than north-south extent.
Albers Equal-Area Conic
- Equidistant Conic
- Direction, area, and shape are distorted away from standard
parallels. Used for portrayals of areas near to, but on one side
of, the equator.
Equidistant Conic
- Lambert Conformal Conic
- Polyconic
- The polyconic projection was used for most of the earlier
USGS topographic quadrangles. The projection is based on an infinite
number of cones tangent to an infinite number of parallels. The
central meridian is straight. Other meridians are complex curves.
The parallels are non-concentric circles. Scale is true along
each parallel and along the central meridian.
Polyconic (North America)
Table of Contents
- Azimuthal Equidistant
- Azimuthal equidistant projections are sometimes used to show
air-route distances. Distances measured from the center are true.
Distortion of other properties increases away from the center
point.
Azimuthal Equidistant
- Lambert Azimuthal Equal Area
- The Lambert azimuthal equal-area projection is sometimes used
to map large ocean areas. The central meridian is a straight line,
others are curved. A straight line drawn through the center point
is on a great circle.
Lambert Azimuthal Equal Area
- Orthographic
- Orthographic projections are used for perspective views of
hemispheres. Area and shape are distorted. Distances are true
along the equator and other parallels.
Oblique Aspect Orthographic Projection
- Stereographic
- Stereographic projections are used for navigation in polar
regions. Directions are true from the center point and scale increases
away from the center point as does distortion in area and shape.
North Polar Stereographic
Table of Contents
- Unprojected Maps
- Texas State-Wide Projection
- In 1992, the Cartographic Standards Working Group proposed
a Texas State-Wide Map Projection Standard for the GIS Standards
Committee of the GIS Planning Council for the Department of Information
Sciences.
- Earlier maps had often used projections designed for the continental
United States
- The new projection was designed to allow state-wide mapping
with a minimum of scale distortion. A Lambert Conformal Conic
Projection was proposed with an origin at 31:10 North, 100:00
West and with standard parallels at 27:25 North and 34:55 North.
For plane coordinate use a false Easting and Northing of 1,000,000
meters were defined for the origin.
- Space Oblique Mercator
- The Space Oblique Mercator is a projection designed to show
the curved ground-track of Landsat images. There is little distortion
along the ground-track but only within the narrow band (about
15 degrees) of the Landsat image.
Space Oblique Mercator
Table of Contents
- Muehrcke, Phillip C. 1986. Map use: reading, analysis,
interpretation. Madison, WI: JP Publications.
- Snyder, John P. 1987. Map projections: a working manual.USGS
Professional Paper 1395. Washington, DC: United States Government
Printing Office.
- Many of the maps on this page were produced using MapInfo's
MapInfo and Golden Software's MapViewer and Surfer
for Windows.
Table of Contents