## NAME

r.proj - Re-project a raster map from one location to the current location.

## KEYWORDS

raster

## SYNOPSIS

r.proj
r.proj help
r.proj [-ln] input=string location=string [mapset=string] [dbase=string] [output=name] [method=string] [resolution=float] [--overwrite]

### Flags:

-l
  List raster files in input location and exit
-n
  Do not perform region cropping optimization
--overwrite
  Force overwrite of output files

### Parameters:

input=string
  Input raster map
location=string
  Location of input map
mapset=string
  Mapset of input map
dbase=string
  Path to GRASS database of input location
output=name
  Name for output raster map
method=string
  Interpolation method to use
  Options: nearest,bilinear,cubic
  Default: nearest
resolution=float
  Resolution of output map

## DESCRIPTION

r.proj projects a raster map in a specified mapset of a specified location from the projection of the input location to a raster map in the current location. The projection information is taken from the current PROJ_INFO files, as set with g.setproj and viewed with g.proj.

#### Introduction

##### Map projections

Map projections are a method of representing information from a curved surface (usually a spheroid) in two dimensions, typically to allow indexing through cartesian coordinates. There are a wide variety of projections, with common ones divided into a number of classes, including cylindrical and pseudo-cylindrical, conic and pseudo-conic, and azimuthal methods, each of which may be conformal, equal-area, or neither.

The particular projection chosen depends on the purpose of the project, and the size, shape and location of the area of interest. For example, normal cylindrical projections are good for maps which are of greater extent east-west than north-south and in equatorial regions, while conic projections are better in mid-latitudes; transverse cylindrical projections are used for maps which are of greater extent north-south than east-west; azimuthal projections are used for polar regions. Oblique versions of any of these may also be used. Conformal projections preserve angular relationships, and better preserve arc-length, while equal-area projections are more appropriate for statistical studies and work in which the amount of material is important.

Projections are defined by precise mathematical relations, so the method of projecting coordinates from a geographic reference frame (latitude-longitude) into a projected cartesian reference frame (eg metres) is governed by these equations. Inverse projections can also be achieved. The public-domain Unix software package proj [1] has been designed to perform these transformations, and the user's manual contains a detailed description of over 100 useful projections. This also includes a programmers library of the projection methods to support other software development.

Thus, converting a "vector" map - in which objects are located with arbitrary spatial precision - from one projection into another is usually accomplished by a simple two-step process: first the location of all the points in the map are converted from the source through an inverse projection into latitude-longitude, and then through a forward projection into the target. (Of course the procedure will be one-step if either the source or target is in geographic coordinates.)

Converting a "raster map", or image, between different projections, however, involves additional considerations. A raster may be considered to represent a sampling of a process at a regular, ordered set of locations. The set of locations that lie at the intersections of a cartesian grid in one projection will not, in general, coincide with the sample points in another projection. Thus, the conversion of raster maps involves an interpolation step in which the values of points at intermediate locations relative to the source grid are estimated.

##### Projecting vector maps within the GRASS GIS

GIS data capture, import and transfer often requires a projection step, since the source or client will frequently be in a different projection to the working projection.

In some cases it is convenient to do the conversion outside the package, prior to import or after export, using software such as PROJ4's cs2cs [1]. This is an easy method for converting an ASCII file containing a list of coordinate points, since there is no topology to be preserved and cs2cs can be used to process simple lists using a one-line command.

The format of vector files describing maps containing lines and arcs is generally more complex, as parts of the data stored in the files will describe topology, and not just coordinates. In GRASS GIS the v.proj module is provided to reproject "vector" maps, transferring topology and attributes as well as node coordinates. This program uses the projection definition and parameters which are stored in the PROJ_INFO and PROJ_UNITS files in the PERMANENT mapset directory for every GRASS location.

#### Design of r.proj

As discussed briefly above, the fundamental step in re-projecting a raster is resampling the source grid at locations corresponding to the intersections of a grid in the target projection. The basic procedure for accomplishing this, therefore, is as follows:

r.proj converts a map to a new geographic projection. It reads a map from a different location, projects it and write it out to the current location.
The projected data is resampled with one of three different methods: nearest neighbor, bilinear and cubic convolution.

The nearest option, which performs a nearest neighbor assignment is the fastest of the three resampling methods. It is primarily used for categorical data such as a land use classification, since it will not change the values of the data cells. The bilinear option determines the new value of the cell based on a weighted distance average of the 4 surrounding cells in the input map. The cubic option determines the new value of the cell based on a weighted distance average of the 16 surrounding cells in the input map.

The bilinear and cubic interpolation methods are most appropriate for continuous data and cause some smoothing. Both options should not be used with categorical data, since the cell values will be altered. If nearest neighbor assignment is used, the output map has the same raster format as the input map. If any of the both interpolations is used, the output map is written as floating point.

Note that, following normal GRASS conventions, the coverage and resolution of the resulting grid is set by the current region settings, which may be adjusted using g.region. The target raster will be relatively unbiased for all cases if its grid has a similar resolution to the source, so that the resampling/interpolation step is only a local operation. If the resolution is changed significantly, then the behaviour of the generalisation or refinement will depend on the model of the process being represented. This will be very different for categorical versus numerical data. Note that three methods for the local interpolation step are provided.

r.proj supports general datum transformations, making use of the PROJ.4 co-ordinate system translation library.

## NOTES

To avoid excessive time consumption when reprojecting a map the region and resolution of the target location should be set appropriately beforehand. A simple way to do this is to generate a vector "box" map of the region in the source location using v.in.region. This "box" map is then reprojected into the target location with v.proj. Next the region in the target location is set to the extent of the new vector map with g.region along with the desired raster resolution (g.region -m can be used in Latitude/Longitude locations to measure the geodetic length of a pixel). r.proj is then run for the raster map the user wants to reproject. In this case a little preparation goes a long way.

When reprojecting whole-world maps the user should disable map-trimming with the -n flag. Trimming is not useful here because the module has the whole map in memory anyway. Besides that, world "edges" are hard (or impossible) to find in projections other than latitude-longitude so results may be odd with trimming.

## REFERENCES

[1] Evenden, G.I. (1990) Cartographic projection procedures for the UNIX environment - a user's manual. USGS Open-File Report 90-284 (OF90-284.pdf) See also there: Interim Report and 2nd Interim Report on Release 4, Evenden 1994).

Richards, John A. (1993), Remote Sensing Digital Image Analysis, Springer-Verlag, Berlin, 2nd edition.

PROJ 4: Projection/datum support library.

Further reading

- ASPRS Grids and Datum
- MapRef - The Collection of Map Projections and Reference Systems for Europe
- Projections Transform List (PROJ4)

## SEE ALSO

g.region, g.proj, g.setproj, i.rectify, r.support, r.stats, v.proj, v.in.region

The 'gdalwarp' and 'gdal_translate' utilities are available from the GDAL project.

## AUTHORS

Martin Schroeder, University of Heidelberg, Germany

Man page text from S.J.D. Cox, AGCRC, CSIRO Exploration & Mining, Nedlands, WA

Updated by Morten Hulden

Datum tranformation support and cleanup by Paul Kelly

Last changed: $Date: 2006/05/02 14:09:18 $

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