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NAME

       geod - Geodesic computations

SYNOPSIS

          geod +ellps=<ellipse> [-afFIlptwW [args]] [+opt[=arg] ...] file ...

          invgeod +ellps=<ellipse> [-afFIlptwW [args]] [+opt[=arg] ...] file ...

DESCRIPTION

       geod  (direct)  and  invgeod  (inverse)  perform  geodesic  (Great  Circle)  computations for determining
       latitude, longitude and back azimuth of a terminus point  given  a  initial  point  latitude,  longitude,
       azimuth  and  distance  (direct)  or  the  forward  and back azimuths and distance between an initial and
       terminus point latitudes and longitudes (inverse).  The results are accurate to round off for |f| < 1/50,
       where f is flattening.

       invgeod may not be available on all platforms; in this case use geod -I instead.

       The following command-line options can appear in any order:

       -I     Specifies that the inverse geodesic computation is to be performed. May be used with execution  of
              geod as an alternative to invgeod execution.

       -a     Latitude and longitudes of the initial and terminal points, forward and back azimuths and distance
              are output.

       -t<a>  Where  a  specifies  a  character  employed  as the first character to denote a control line to be
              passed through without processing.

       -le    Gives a listing of all the ellipsoids that may be selected with the +ellps= option.

       -lu    Gives a listing of all the units that may be selected with the +units= option. (Default units  are
              meters.)

       -f <format>
              Where  format  is  a  printf format string to control the output form of the geographic coordinate
              values. The default mode is DMS.

       -F <format>
              Where format is a printf format string to control the output  form  of  the  distance  value.  The
              default mode is "%.3f".

       -w<n>  Where  n  is  the  number  of significant fractional digits to employ for seconds output (when the
              option is not specified, -w3 is assumed).

       -W<n>  Where n is the number of significant fractional digits to employ for seconds output.  When  -W  is
              employed the fields will be constant width with leading zeroes.

       -p     This  option  causes  the  azimuthal values to be output as unsigned DMS numbers between 0 and 360
              degrees. Also note -f.

       The +opt command-line options are associated with geodetic parameters for specifying the  ellipsoidal  or
       sphere to use.  controls. The options are processed in left to right order from the command line. Reentry
       of an option is ignored with the first occurrence assumed to be the desired value.

       See the PROJ documentation for a full list of these parameters and controls.

       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  direct  determinations  input  data  must  be in latitude, longitude, azimuth and distance order and
       output will be latitude, longitude and back azimuth of the terminus point.  Latitude,  longitude  of  the
       initial  and  terminus  point are input for the inverse mode and respective forward and back azimuth from
       the initial and terminus points are output along with the distance between the points.

       Input geographic coordinates (latitude and longitude) and azimuthal data must be in  decimal  degrees  or
       DMS  format  and  input distance data must be in units consistent with the ellipsoid major axis or sphere
       radius units. The latitude must lie in the range [-90d,90d]. Output geographic coordinates will be in DMS
       (if the -f switch is not employed) to 0.001" with trailing,  zero-valued  minute-second  fields  deleted.
       Output distance data will be in the same units as the ellipsoid or sphere radius.

       The  Earth's ellipsoidal figure may be selected in the same manner as program proj by using +ellps=, +a=,
       +es=, etc.

       geod may also be used to determine intermediate points along either a geodesic line between two points or
       along an arc of specified distance from a geographic point. In  both  cases  an  initial  point  must  be
       specified  with  +lat_1=lat  and  +lon_1=long  parameters  and  either  a  terminus  point +lat_2=lat and
       +lon_2=long or a distance and azimuth from the initial point with  +S=distance  and  +A=azimuth  must  be
       specified.

       If  points  along  a  geodesic  are  to  be  determined then either +n_S=integer specifying the number of
       intermediate points and/or +del_S=distance specifying the incremental distance  between  points  must  be
       specified.

       To  determine  points  along an arc equidistant from the initial point both +del_A=angle and +n_A=integer
       must be specified which  determine  the  respective  angular  increments  and  number  of  points  to  be
       determined.

EXAMPLES

       The  following  script  determines the geodesic azimuths and distance in U.S.  statute miles from Boston,
       MA, to Portland, OR:

          geod +ellps=clrk66 -I +units=us-mi <<EOF
          42d15'N 71d07'W 45d31'N 123d41'W
          EOF

       which gives the results:

          -66d31'50.141" 75d39'13.083" 2587.504

       where the first two values are the azimuth from Boston to Portland, the back  azimuth  from  Portland  to
       Boston followed by the distance.

       An  example  of  forward  geodesic use is to use the Boston location and determine Portland's location by
       azimuth and distance:

          geod +ellps=clrk66 +units=us-mi <<EOF
          42d15'N 71d07'W -66d31'50.141" 2587.504
          EOF

       which gives:

          45d31'0.003"N 123d40'59.985"W 75d39'13.094"

       NOTE:
          Lack of precision in the distance value compromises the precision of the Portland location.

FURTHER READING

       1. GeographicLib.

       2. C. F. F. Karney, Algorithms for Geodesics, J. Geodesy 87(1), 43–55 (2013); addenda.

       3. A geodesic bibliography.

SEE ALSO

       proj(1), cs2cs(1), cct(1), gie(1), projinfo(1), projsync(1)

BUGS

       A list of known bugs can be found at https://github.com/OSGeo/PROJ/issues where new bug  reports  can  be
       submitted to.

HOME PAGE

       https://proj.org/

AUTHOR

       Charles Karney

COPYRIGHT

       1983-2024, PROJ contributors

9.4                                                01 Mar 2024                                           GEOD(1)