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GEOD(1) PROJ GEOD(1) 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 flatten- ing. 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 per- formed. May be used with execution of geod as an alternative to invgeod execution. -a Latitude and longitudes of the initial and terminal points, for- ward 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 as- sumed). -W<n> Where n is the number of significant fractional digits to employ for seconds output. When -W is employed the fields will be con- stant 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 de- sired value. See the PROJ documentation for a full list of these parameters and con- trols. 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 for- ward 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 ra- dius units. The latitude must lie in the range [-90d,90d]. Output geo- graphic coordinates will be in DMS (if the -f switch is not employed) to 0.001" with trailing, zero-valued minute-second fields deleted. Out- put 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 speci- fied 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=inte- ger 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 deter- mined. 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" i.e., the latitude and longitude of Portland, and the back azimuth from Portland to Boston. 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), 4355 (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 sub- mitted to. HOME PAGE https://proj.org/ AUTHOR Charles Karney COPYRIGHT 1983-2025, PROJ contributors 9.6 15 Mar 2025 GEOD(1)
NAME | SYNOPSIS | DESCRIPTION | EXAMPLES | FURTHER READING | SEE ALSO | BUGS | HOME PAGE | AUTHOR | COPYRIGHT
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