Note: This program does not transform GRASS maps, it is designed to determine the equivalent coordinate values of an individual position or list of positions. Use v.proj to reproject vector maps or r.proj for raster maps.
For an introduction to map projections (with PROJ),see the manual page of r.proj.
x y
, so if
working with latitude-longitude data be sure to send the x
value first, i.e., longitude latitude
. Output data will
be exported using the same convention.
cs2cs will treat a third data column as a z
value
(elevation) and will modify the value accordingly. This usually
translates into small but real differences in that data column.
cs2cs does not expect the input stream to contain column
headings, only numbers. If your data file has lines you wish to have
passed through without being processed, they must start with the
'#
' character.
If sending m.proj data from standard input, be aware that the data is first stored to a temporary file before being processed with cs2cs. It is therefore not advisable to send m.proj data from an open data stream. The module will stop listening for incoming data after 2 seconds of inactivity. You may use the projection parameters gleaned from m.proj's verbose mode (--verbose) with cs2cs directly in this case.
Custom projection parameters can be used via the proj_in and proj_out options. Full documentation of the projection parameter format may be found on the PROJ website. Using these options will fully override the default parameters the module would normally use.
By using the --verbose verbose flag, the user can see exactly what projection parameters will be used in the conversion as well as some other informative messages.
If output is to lat/long, it will be formatted using PROJ's
Degree:Minute:Second (DMS) convention
of DDDdMM'SSS.SS"H
. This can be handy if you wish to quickly
convert lat/long decimal degree data into its DMS equivalent.
Alternatively, to have m.proj output data in decimal degrees,
use the -d flag. This flag can also be used with non-lat/long
data to force a higher number of decimal places (the cs2cs
default is 2).
Note that Lat/long output can be converted to GRASS's DMS convention
(DDD:MM:SSS.SSSH
) by piping the results of m.proj
through the sed stream editor as follows.
m.proj -o ... | sed -e 's/d/:/g' -e "s/'/:/g" -e 's/"//g'
The m.proj module is designed to work seamlessly with point data exported from the GIS with v.out.ascii, as the following example shows.
# Long/Lat WGS84 output in DMS v.out.ascii bridges | m.proj -o input=- # Long/Lat WGS84 output in decimal degree v.out.ascii bridges | m.proj -o -d input=-
echo "-78.61168178 33.92225767" | m.proj -i input=- 645513.47|19180.31|0.00
The same, but load points from a file named waypoints.txt
and
continue on to import the results into a GRASS vector points map in
the current map projection:
# check file content cat waypoints.txt -78.43977824 33.89587173 -78.54944691 33.88964566 -78.51078074 33.88141495 -77.14037951 35.60543020 # reproject points and generate vector map on the fly m.proj -i input=waypoints.txt | v.in.ascii input=- output=test_pnts # verify result v.db.select test_pnts cat|dbl_1|dbl_2|dbl_3 1|661427.74|16329.14|0 2|651285.43|15586.79|0 3|654867.21|14690.64|0 4|778074.58|207402.6|0
m.proj proj_in="+proj=utm +name=utm +a=6378137.0 +es=0.006694380 \ +zone=32 +unfact=1.0" proj_out="+proj=tmerc +name=tmerc \ +a=6377397.155 +es=0.0066743720 +lat_0=0.0 +lon_0=9.0 +k=1.0 \ +x_0=3500000.0" input=utm.coord.txt output=new.gk.coord.txt
Projection parameters provided in the above case: +proj
(projection type), +name
(projection name), +a
(ellipsoid: equatorial radius), +es
(ellipsoid:
eccentricity squared), +zone
(zone for the area),
+unfact
(conversion factor from meters to other units,
e.g. feet), +lat_0
(standard parallel), +lon_0
(central meridian), +k
(scale factor) and +x_0
(false easting). Sometimes false northing is needed which is coded as
+y_0
. Internally, the underlying
PROJ projection library
performs an inverse projection to latitude-longitude and then projects
the coordinate list to the target projection.
Datum conversions are automatically handled by the PROJ library if
+datum
settings are specified on both the input and output
projections on the command line. The +towgs84
parameter can be used to
define either 3 or 7 term datum transform coefficients, satisfying this requirement.
If a datum is specified there is no need for the +ellps=
or underlying
parameters, +a=
, +es=
, etc.
Another custom parameter usage example:
m.proj proj_in="+proj=tmerc +datum=ire65 +lat_0=53.5 +lon_0=-8 +x_0=200000 \ +y_0=250000 +k=1.000035" proj_out="+proj=ll +datum=wgs84" input=wpt.txt
m.proj proj_in="+proj=tmerc +ellps=modif_airy +lat_0=53.5 +lon_0=-8 +x_0=200000 \ +y_0=250000 +k=1.000035" proj_out="+proj=ll +datum=wgs84" input=wpt.txt
In this example no datum transformation will take place as a datum was not specified for the input projection. The datum specified for the output projection will thus be silently ignored and may be left out; all that is achieved a simple conversion from projected to geodetic co-ordinates, keeping the same datum (and thus also the same ellipsoid).
For more usage examples, see the documentation for the PROJ cs2cs program.
Available at: m.proj source code (history)
Latest change: Tuesday Dec 17 20:17:20 2024 in commit: d962e90c026708a4815ea2b9f46c0e84c17de22d
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