Provided by: proj-bin_4.8.0-2ubuntu2_amd64 bug

NAME

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

SYNOPSIS

       proj [ -bceEfiIlmorsStTvVwW [ args ] ] [ +args ] file[s]
       invproj [ -bceEfiIlmorsStTwW [ 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).

       -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).

HOME PAGE

       http://www.remotesensing.org/proj

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