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)