Provided by: proj-bin_4.9.3-2_amd64 bug

NAME

       proj - forward cartographic projection filter
       invproj - inverse cartographic projection filter

SYNOPSIS

       proj [ -bcCeEfiIlmorsStTvVwW [ args ] ] [ +args ] file[s]
       invproj [ -bcCeEfiIlmorsStTwW [ args ] ] [ +args ] file[s]

DESCRIPTION

       Proj  and  invproj  perform  respective forward and inverse transformation of cartographic
       data to or from cartesian data with a wide range of selectable projection functions.

       The following control parameters can appear in any order:

       -b     Special option for binary coordinate data input and output through  standard  input
              and  standard  output.   Data is assumed to be in system type double floating point
              words.  This option is to be used when proj is a son process and  allows  bypassing
              formatting operations.

       -i     Selects binary input only (see -b option).

       -C     Check.  Invoke  all  built  in  self  tests and report.  Get more verbose report by
              preceding with the -V option).

       -I     alternate method to specify inverse projection.  Redundant when used with invproj.

       -o     Selects binary output only (see -b option).

       -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 longitude-latitude or x-
              y to latitude-longitude or y-x.

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

       -S     Causes estimation of meridinal and parallel scale factors, area  scale  factor  and
              angular  distortion,  and maximum and minimum scale factors to be listed between <>
              for each input point.  For conformal  projections  meridinal  and  parallel  scales
              factors  will  be  equal  and angular distortion zero.  Equal area projections will
              have an area factor of 1.

       -m mult
              The cartesian data may be scaled by the mult parameter.  When processing data in  a
              forward  projection  mode  the  cartesian  output  values  are  multiplied  by mult
              otherwise the input cartesian values are divided by mult before inverse projection.
              If  the first two characters of mult are 1/ or 1: then the reciprocal value of mult
              is employed.

       -f format
              Format is a printf format string to control the form of  the  output  values.   For
              inverse  projections,  the  output will be in degrees when this option is employed.
              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.  Should not be used with the -T option.

       -V     This  option  causes  an  expanded  annotated listing of the characteristics of the
              projected point.  -v is implied with this option.

       -T ulow,uhi,vlow,vhi,res[,umax,vmax]
              This option creates a set  of  bivariate  Chebyshev  polynomial  coefficients  that
              approximate  the selected cartographic projection on stdout.  The values low and hi
              denote the range of the input where  the  u  or  v  prefixes  apply  to  respective
              longitude-x or latitude-y depending upon whether a forward or inverse projection is
              selected.  Res is an integer number specifying the power of  10  precision  of  the
              approximation.   For  example,  a  res  of  -3  specifies  an approximation with an
              accuracy  better  than  .001.   Umax,  and  vmax  specify  maximum  degree  of  the
              polynomials (default: 15).  See also: fproj(1).

       The  +args run-line arguments are associated with cartographic parameters 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.

       Additional  projection control parameters may be contained in two auxiliary 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 contents 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  ASCII  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 output line.

       Input geographic data (longitude and latitude) must be in DMS format and  input  cartesian
       data  must  be  in  units consistent with the ellipsoid major axis or sphere radius units.
       Output geographic coordinates will be in DMS (if  the  -w  switch  is  not  employed)  and
       precise to 0.001" with trailing, zero-valued minute-second fields deleted.

EXAMPLE

       The following script
             proj +proj=utm +lon_0=112w +ellps=clrk66 -r <<EOF
             45d15'33.1"   111.5W
             45d15.551666667N   -111d30
             +45.25919444444    111d30'000w
             EOF
       will perform UTM forward projection with a standard UTM central meridian nearest longitude
       112°W.  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:
             460769.27     5011648.45

OTHER PROGRAMS

       The  proj  program  is limited to converting between geographic and projection coordinates
       within one datum.

       The cs2cs program operates similarly, but allows translation between any pair of definable
       coordinate systems, including support for datum translation.

       The geod program provides the ability to compute geodesic (Great Circle) computations.

SEE ALSO

       cs2cs(1), geod(1), pj_init(3),
       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                                PROJ(1)