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CS2CS(1)							      CS2CS(1)

NAME
       cs2cs - cartographic coordinate system filter

SYNOPSIS
       cs2cs [ -eEfIlrstvwW [ args ] ] [ +opts[=arg] ]
	     [ +to [+opts[=arg]] ] file[s]

DESCRIPTION
       Cs2cs performs transformation between the source and destination carto‐
       graphic coordinate system on a set of  input  points.   The  coordinate
       system  transformation  can  include  translation between projected and
       geographic coordinates as well as the application of datum shifts.

       The following control parameters can appear in any order:

       -I     method to specify inverse translation, convert from +to  coordi‐
	      nate system to the primary coordinate system defined.

       -ta    A	 specifies  a  character  employed  as	the first character to
	      denote a control line to be passed through  without  processing.
	      This  option  applicable to ascii input only.  (# is the default
	      value).

       -e string
	      String is an arbitrary string  to	 be  output  if	 an  error  is
	      detected	during	data  transformations.	 The default value is:
	      *\t*.  Note that if the -b, -i or -o options  are	 employed,  an
	      error is returned as HUGE_VAL value for both return values.

       -E     causes  the  input  coordinates  to be copied to the output line
	      prior to printing the converted values.

       -l[p|P|=|e|u|d]id
	      List projection identifiers with -l, -lp or -lP (expanded)  that
	      can be selected with +proj.  -l=id gives expanded description of
	      projection id.  List ellipsoid identifiers with -le, that can be
	      selected	with +ellps, -lu list of cartesian to meter conversion
	      factors that can be selected with +units or -ld list  of	datums
	      that can be selected with +datum.

       -r     This  options reverses the order of the expected input from lon‐
	      gitude-latitude or x-y to latitude-longitude or y-x.

       -s     This options reverses the order of the output from x-y or longi‐
	      tude-latitude to y-x or latitude-longitude.

       -f format
	      Format is a printf format string to control the form of the out‐
	      put values.  For inverse projections,  the  output  will	be  in
	      degrees  when this option is employed.  If a format is specified
	      for inverse projection  the  output  data	 will  be  in  decimal
	      degrees.	 The  default  format is "%.2f" for forward projection
	      and DMS for inverse.

       -[w|W]n
	      N is the number of significant fractional digits to  employ  for
	      seconds  output  (when  the  option  is  not  specified,	-w3 is
	      assumed).	 When -W is employed the fields will be constant width
	      and with leading zeroes.

       -v     causes  a	 listing of cartographic control parameters tested for
	      and used by the program to be printed prior to input data.

       The +args run-line arguments are associated with	 cartographic  parame‐
       ters  and  usage	 varies with projection and for a complete description
       see Cartographic	 Projection  Procedures	 for  the  UNIX	 Environment—A
       User's Manual and supplementary documentation for Release 4.

       The  cs2cs  program  requires  two  coordinate system definitions.  The
       first (or primary is defined based on  all  projection  parameters  not
       appearing  after the +to argument.  All projection parameters appearing
       after the +to argument are considered  the  definition  of  the	second
       coordinate  system.  If there is no second coordinate system defined, a
       geographic coordinate system based on the datum and  ellipsoid  of  the
       source coordinate system is assumed.  Note that the source and destina‐
       tion coordinate system can both be projections, both be geographic,  or
       one of each and may have the same or different datums.

       Additional projection control parameters may be contained in two auxil‐
       iary control  files:  the  first	 is  optionally	 referenced  with  the
       +init=file:id  and the second is always processed after the name of the
       projection has been established from either the run-line	 or  the  con‐
       tents  of  +init	 file.	The environment parameter PROJ_LIB establishes
       the default directory for a file reference without  an  absolute	 path.
       This is also used for supporting files like datum shift files.

       One or more files (processed in left to right order) specify the source
       of data to be transformed.  A - will specify the location of processing
       standard	 input.	 If no files are specified, the input is assumed to be
       from stdin.  For input data the two data values must be	in  the	 first
       two  white  space  separated  fields and when both input and output are
       ASCII all trailing portions of the input line are appended to the  out‐
       put line.

       Input  geographic data (longitude and latitude) must be in DMS or deci‐
       mal degrees format and input cartesian data must be in units consistent
       with  the  ellipsoid  major  axis  or sphere radius units.  Output geo‐
       graphic coordinates will normally be in DMS format (use	-f  %.12f  for
       decimal	degrees	 with  12 decimal places), while projected (cartesian)
       coordinates will be in linear (meter, feet) units.

EXAMPLE
       The following script
	     cs2cs +proj=latlong +datum=NAD83
		   +to +proj=utm +zone=10 +datum=NAD27 -r <<EOF
	     45d15'33.1"   111.5W
	     45d15.551666667N	-111d30
	     +45.25919444444	111d30'000w
	     EOF
       will transform the input NAD83 geographic coordinates into NAD27	 coor‐
       dinates	in  the	 UTM projection with zone 10 selected.	The geographic
       values of this example are equivalent and meant as examples of  various
       forms of DMS input.  The x-y output data will appear as three lines of:
	     1402285.99	     5076292.42 0.000

SEE ALSO
       proj(1),
       Cartographic  Projection	 Procedures  for the UNIX Environment—A User's
       Manual, (Evenden, 1990, Open-file report 90-284).
       Map Projections Used by the U. S. Geological Survey (Snyder, 1984, USGS
       Bulletin 1532).
       Map Projections—A Working Manual (Snyder, 1988, USGS Prof. Paper 1395).
       An  Album  of Map Projections (Snyder & Voxland, 1989, USGS Prof. Paper
       1453).

BUGS
       A      list	of	known	   bugs	      can	found	    at
       https://github.com/OSGeo/proj.4/issues  where  new  bug	reports can be
       submitted too.

HOME PAGE
       http://proj4.org/

			      2000/03/21 Rel. 4.4		      CS2CS(1)
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