Java Doc for Stereographic.java in  » GIS » GeoTools-2.4.1 » org » geotools » referencing » operation » projection » Java Source Code / Java DocumentationJava Source Code and Java Documentation

This implementation, and its subclasses, provides transforms for six cases of the stereographic projection:

• "Oblique_Stereographic" (EPSG code 9809), alias "Double_Stereographic" in ESRI software
• "Stereographic" in ESRI software (NOT EPSG code 9809)
• "Polar_Stereographic" (EPSG code 9810, uses a series calculation for the inverse)
• "Polar_Stereographic (variant B)" (EPSG code 9829, uses a series calculation for the inverse)
• "Stereographic_North_Pole" in ESRI software (uses iteration for the inverse)
• "Stereographic_South_Pole" in ESRI software (uses iteration for the inverse)

The "Stereographic" case uses the USGS equations of Snyder. This employs a simplified conversion to the conformal sphere that computes the conformal latitude of each point on the sphere.

The "Oblique_Stereographic" case uses equations from the EPSG. This uses a more generalized form of the conversion to the conformal sphere; using only a single conformal sphere at the origin point. Since this is a "double" projection, it is sometimes called the "Double Stereographic". The "Oblique_Stereographic" is used in New Brunswick (Canada) and the Netherlands.

The "Stereographic" and "Double_Stereographic" names are used in ESRI's ArcGIS 8.x product. The "Oblique_Stereographic" name is the EPSG name for the later only.

WARNING: Tests points calculated with ArcGIS's "Double_Stereographic" are not always equal to points calculated with the "Oblique_Stereographic" . However, where there are differences, two different implementations of these equations (EPSG guidence note 7 and libproj ) calculate the same values as we do. Until these differences are resolved, please be careful when using this projection.

If a Stereographic.Provider.LATITUDE_OF_ORIGIN "latitude_of_origin" parameter is supplied and is not consistent with the projection classification (for example a latitude different from ±90° for the polar case), then the oblique or polar case will be automatically inferred from the latitude. In other words, the latitude of origin has precedence on the projection classification. If ommited, then the default value is 90°N for "Polar_Stereographic" and 0° for "Oblique_Stereographic" .

Polar projections that use the series equations for the inverse calculation will be little bit faster, but may be a little bit less accurate. If a polar Stereographic.Provider.LATITUDE_OF_ORIGIN "latitude_of_origin" is used for the "Oblique_Stereographic" or "Stereographic" , the iterative equations will be used for inverse polar calculations.

The "Polar Stereographic (variant B)" , "Stereographic_North_Pole" , and "Stereographic_South_Pole" cases include a StereographicPole.ProviderB.STANDARD_PARALLEL "standard_parallel_1" parameter. This parameter sets the latitude with a scale factor equal to the supplied scale factor. The "Polar Stereographic (variant A)" receives its "latitude_of_origin" parameter value from the hemisphere of the StereographicPole.Provider.LATITUDE_OF_ORIGIN "latitude_of_origin" value (i.e. the value is forced to ±90°).

References:

• John P. Snyder (Map Projections - A Working Manual,
  U.S. Geological Survey Professional Paper 1395, 1987)
• "Coordinate Conversions and Transformations including Formulas",
  EPSG Guidence Note Number 7, Version 19.
• Gerald Evenden. "Supplementary PROJ.4 Notes - Oblique Stereographic Alternative"
• Krakiwsky, E.J., D.B. Thomson, and R.R. Steeves. 1977. A Manual For Geodetic Coordinate Transformations in the Maritimes. Geodesy and Geomatics Engineering, UNB. Technical Report No. 48.
• Thomson, D.B., M.P. Mepham and R.R. Steeves. 1977. The Stereographic Double Projection. Geodesy and Geomatics Engineereng, UNB. Technical Report No. 46.