equidistant conic projection
{{Short description|Conic equidistant map projection}}
File:Equidistant conic projection SW.JPG
File:Equidistant Conic with Tissot's Indicatrices of Distortion.svg of deformation. Standard parallels of 15°N and 45°N.]]
The equidistant conic projection is a conic map projection commonly used for maps of small countries as well as for larger regions such as the continental United States that are elongated east-to-west.
Also known as the simple conic projection, a rudimentary version was described during the 2nd century CE by the Greek astronomer and geographer Ptolemy in his work Geography.{{sfn|Snyder|1987|p=111}}{{sfn|Snyder|1993|pp=10-11}}
The projection has the useful property that distances along the meridians are proportionately correct, and distances are also correct along two standard parallels that the mapmaker has chosen. The two standard parallels are also free of distortion.
For maps of regions elongated east-to-west (such as the continental United States) the standard parallels are chosen to be about a sixth of the way inside the northern and southern limits of interest. This way distortion is minimized throughout the region of interest.
Transformation
Coordinates from a spherical datum can be transformed to an equidistant conic projection with rectangular coordinates by using the following formulas,{{cite web
|title=Conic Equidistant Projection
|work=Wolfram MathWorld
|publisher=Wolfram Research
|last=Weisstein |first=Eric
|url=http://mathworld.wolfram.com/ConicEquidistantProjection.html
|access-date=20 May 2020
}} where λ is the longitude, λ{{sub|0}} the reference longitude, φ the latitude, φ{{sub|0}} the reference latitude, and φ{{sub|1}} and φ{{sub|2}} the standard parallels:
:
x &= \rho \sin\left[n \left(\lambda - \lambda_0\right)\right] \\
y &= \rho_0 - \rho \cos\left[n \left(\lambda - \lambda_0\right)\right]
\end{align}
where
:
:
:
:
Constants n, G, and ρ{{sub|0}} need only be determined once for the entire map. If one standard parallel is used (i.e. φ{{sub|1}} = φ{{sub|2}}), the formula for n above is indeterminate, but then
:{{sfn|Snyder|1987|p=113}}
The reference point (λ{{sub|0}}, φ{{sub|0}}) with longitude λ{{sub|0}} and latitude φ{{sub|0}}, transforms to the x,y origin at (0,0) in the rectangular coordinate system.{{sfn|Snyder|1987|p=113}}
The Y axis maps the central meridian λ{{sub|0}}, with y increasing northwards, which is orthogonal to the X axis mapping the central parallel φ{{sub|0}}, with x increasing eastwards.{{sfn|Snyder|1987|p=113}}
Other versions of these transformation formulae include parameters to offset the map coordinates so that all x,y values are positive, as well as a scaling parameter relating the radius of the sphere (Earth) to the units used on the map.{{cite web
|title=Simple Equidistant Conic Map Projection
|work=Simulator Manual
|publisher=PowerWorld Corporation
|access-date=21 May 2020
|url=https://www.powerworld.com/WebHelp/Content/MainDocumentation_HTML/Map_Projections.htm
|archive-url=https://archive.today/20200522091149/https://www.powerworld.com/WebHelp/Content/MainDocumentation_HTML/Map_Projections.htm
|archive-date=22 May 2020
}}
The formulae used for ellipsoidal datums are more involved.{{sfn|Snyder|1987|pp=114–115}}
See also
References
{{Reflist}}
Sources
{{refbegin}}
- {{cite report
|title = Map Projections - A Working Manual
|first = John P.
|last = Snyder
|year = 1987
|publisher = U.S. Geological Survey
|series = USGS Professional Paper 1395
|url=https://pubs.usgs.gov/pp/1395/report.pdf
|archive-url=https://web.archive.org/web/20200103053133/https://pubs.usgs.gov/pp/1395/report.pdf
|archive-date=3 January 2020
}}
- {{cite book
|title = Flattening the Earth: 2000 Years of Map Projections
|first = John P.
|last = Snyder
|year = 1993
|publisher = University of Chicago Press
|isbn = 0226767469
}}
{{refend}}
External links
- [http://www.radicalcartography.net/?projectionref Table of examples and properties of all common projections], from radicalcartography.net
{{Map projections}}