## table of contents

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 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.

**-f <format>**- Where
*format*is a printf format string to control the output form of the geographic coordinate values. The default mode is DMS for geographic coordinates and**"%.3f"**for distance.

**-F <format>**- Where
*format*is a printf format string to control the output form of the distance value (**-F**). The default mode is DMS for geographic coordinates and**"%.3f"**for distance.

**-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=lon* parameters and either
a terminus point *+lat_2=lat* and *+lon_2=lon* 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 <<EOF -I +units=us-mi 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 <<EOF +units=us-mi 42d15'N 71d07'W -66d31'50.141" 2587.504 EOF

which gives:

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

**NOTE:**

# 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 know 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¶

1983-2020July 1, 2020 | 7.1.0 |