Ubuntu Manpage: GeodSolve -- perform geodesic calculations

Provided by: geographiclib-tools_2.4-1_amd64

NAME

       GeodSolve -- perform geodesic calculations

SYNOPSIS

       GeodSolve [ -i | -L lat1 lon1 azi1 | -D lat1 lon1 azi1 s13 | -I lat1 lon1 lat3 lon3 ] [ -a
       ] [ -e a f ] [ -u ] [ -F ] [ -d | -: ] [ -w ] [ -b ] [ -f ] [ -p prec ] [ -E ] [
       --comment-delimiter commentdelim ] [ --version | -h | --help ] [ --input-file infile |
       --input-string instring ] [ --line-separator linesep ] [ --output-file outfile ]

DESCRIPTION

       The shortest path between two points on the ellipsoid at (lat1, lon1) and (lat2, lon2) is
       called the geodesic.  Its length is s12 and the geodesic from point 1 to point 2 has
       forward azimuths azi1 and azi2 at the two end points.

       GeodSolve operates in one of three modes:

       1.  By default, GeodSolve accepts lines on the standard input containing lat1 lon1 azi1
           s12 and prints lat2 lon2 azi2 on standard output.  This is the direct geodesic
           calculation.

       2.  With the -i option, GeodSolve performs the inverse geodesic calculation.  It reads
           lines containing lat1 lon1 lat2 lon2 and prints the corresponding values of azi1 azi2
           s12.

       3.  Command line arguments -L lat1 lon1 azi1 specify a geodesic line.  GeodSolve then
           accepts a sequence of s12 values (one per line) on standard input and prints lat2 lon2
           azi2 for each.  This generates a sequence of points on a single geodesic.  Command
           line arguments -D and -I work similarly with the geodesic line defined in terms of a
           direct or inverse geodesic calculation, respectively.

OPTIONS

-i perform an inverse geodesic calculation (see 2 above).

-L lat1 lon1 azi1
line mode (see 3 above); generate a sequence of points along the geodesic specified by
lat1 lon1 azi1. The -w flag can be used to swap the default order of the 2 geographic
coordinates, provided that it appears before -L.

-D lat1 lon1 azi1 s13
line mode (see 3 above); generate a sequence of points along the geodesic specified by
lat1 lon1 azi1 s13. The -w flag can be used to swap the default order of the 2
geographic coordinates, provided that it appears before -D. Similarly, the -a flag
can be used to change the interpretation of s13 to a13, provided that it appears
before -D.

-I lat1 lon1 lat3 lon3
line mode (see 3 above); generate a sequence of points along the geodesic specified by
lat1 lon1 lat3 lon3. The -w flag can be used to swap the default order of the 2
geographic coordinates, provided that it appears before -I.

-a toggle the arc mode flag (it starts off); if this flag is on, then on input and output
s12 is replaced by a12 the arc length (in degrees) on the auxiliary sphere. See
"AUXILIARY SPHERE".

-e a f
specify the ellipsoid via the equatorial radius, a and the flattening, f. Setting f =
0 results in a sphere. Specify f < 0 for a prolate ellipsoid. A simple fraction,
e.g., 1/297, is allowed for f. By default, the WGS84 ellipsoid is used, a = 6378137
m, f = 1/298.257223563.

-u unroll the longitude. Normally, on output longitudes are reduced to lie in
[-180deg,180deg). However with this option, the returned longitude lon2 is "unrolled"
so that lon2 - lon1 indicates how often and in what sense the geodesic has encircled
the earth. Use the -f option, to get both longitudes printed.

-F fractional mode. This only has any effect with the -D and -I options (and is
otherwise ignored). The values read on standard input are interpreted as fractional
distances to point 3, i.e., as s12/s13 instead of s12. If arc mode is in effect, then
the values denote fractional arc length, i.e., a12/a13. The fractional distances can
be entered as a simple fraction, e.g., 3/4.

-d output angles as degrees, minutes, seconds instead of decimal degrees.

-: like -d, except use : as a separator instead of the d, ', and " delimiters.

-w toggle the longitude first flag (it starts off); if the flag is on, then on input and
output, longitude precedes latitude (except that, on input, this can be overridden by
a hemisphere designator, N, S, E, W).

-b report the back azimuth at point 2 instead of the forward azimuth.

-f full output; each line of output consists of 12 quantities: lat1 lon1 azi1 lat2 lon2
azi2 s12 a12 m12 M12 M21 S12. a12 is described in "AUXILIARY SPHERE". The four
quantities m12, M12, M21, and S12 are described in "ADDITIONAL QUANTITIES".

-p prec
set the output precision to prec (default 3); prec is the precision relative to 1 m.
See "PRECISION".

-E use "exact" algorithms (based on elliptic integrals) for the geodesic calculations.
These are more accurate than the (default) series expansions for |f| > 0.02.

--comment-delimiter commentdelim
set the comment delimiter to commentdelim (e.g., "#" or "//"). If set, the input
lines will be scanned for this delimiter and, if found, the delimiter and the rest of
the line will be removed prior to processing and subsequently appended to the output
line (separated by a space).

--version
print version and exit.

-h print usage and exit.

--help
print full documentation and exit.

--input-file infile
read input from the file infile instead of from standard input; a file name of "-"
stands for standard input.

--input-string instring
read input from the string instring instead of from standard input. All occurrences
of the line separator character (default is a semicolon) in instring are converted to
newlines before the reading begins.

--line-separator linesep
set the line separator character to linesep. By default this is a semicolon.

--output-file outfile
write output to the file outfile instead of to standard output; a file name of "-"
stands for standard output.

INPUT

       GeodSolve measures all angles in degrees and all lengths (s12) in meters, and all areas
       (S12) in meters^2.  On input angles (latitude, longitude, azimuth, arc length) can be as
       decimal degrees or degrees, minutes, seconds.  For example, "40d30", "40d30'", "40:30",
       "40.5d", and 40.5 are all equivalent.  By default, latitude precedes longitude for each
       point (the -w flag switches this convention); however on input either may be given first
       by appending (or prepending) N or S to the latitude and E or W to the longitude.  Azimuths
       are measured clockwise from north; however this may be overridden with E or W.

       For details on the allowed formats for angles, see the "GEOGRAPHIC COORDINATES" section of
       GeoConvert(1).

AUXILIARY SPHERE

       Geodesics on the ellipsoid can be transferred to the auxiliary sphere on which the
       distance is measured in terms of the arc length a12 (measured in degrees) instead of s12.
       In terms of a12, 180 degrees is the distance from one equator crossing to the next or from
       the minimum latitude to the maximum latitude.  Geodesics with a12 > 180 degrees do not
       correspond to shortest paths.  With the -a flag, s12 (on both input and output) is
       replaced by a12.  The -a flag does not affect the full output given by the -f flag (which
       always includes both s12 and a12).

ADDITIONAL QUANTITIES

       The -f flag reports four additional quantities.

       The reduced length of the geodesic, m12, is defined such that if the initial azimuth is
       perturbed by dazi1 (radians) then the second point is displaced by m12 dazi1 in the
       direction perpendicular to the geodesic.  m12 is given in meters.  On a curved surface the
       reduced length obeys a symmetry relation, m12 + m21 = 0.  On a flat surface, we have m12 =
       s12.

       M12 and M21 are geodesic scales.  If two geodesics are parallel at point 1 and separated
       by a small distance dt, then they are separated by a distance M12 dt at point 2.  M21 is
       defined similarly (with the geodesics being parallel to one another at point 2).  M12 and
       M21 are dimensionless quantities.  On a flat surface, we have M12 = M21 = 1.

       If points 1, 2, and 3 lie on a single geodesic, then the following addition rules hold:

          s13 = s12 + s23,
          a13 = a12 + a23,
          S13 = S12 + S23,
          m13 = m12 M23 + m23 M21,
          M13 = M12 M23 - (1 - M12 M21) m23 / m12,
          M31 = M32 M21 - (1 - M23 M32) m12 / m23.

       Finally, S12 is the area between the geodesic from point 1 to point 2 and the equator;
       i.e., it is the area, measured counter-clockwise, of the geodesic quadrilateral with
       corners (lat1,lon1), (0,lon1), (0,lon2), and (lat2,lon2).  It is given in meters^2.

PRECISION

       prec gives precision of the output with prec = 0 giving 1 m precision, prec = 3 giving 1
       mm precision, etc.  prec is the number of digits after the decimal point for lengths.  For
       decimal degrees, the number of digits after the decimal point is prec + 5.  For DMS
       (degree, minute, seconds) output, the number of digits after the decimal point in the
       seconds component is prec + 1.  The minimum value of prec is 0 and the maximum is 10.

ERRORS

       An illegal line of input will print an error message to standard output beginning with
       "ERROR:" and causes GeodSolve to return an exit code of 1.  However, an error does not
       cause GeodSolve to terminate; following lines will be converted.

ACCURACY

       Using the (default) series solution, GeodSolve is accurate to about 15 nm (15 nanometers)
       for the WGS84 ellipsoid.  The approximate maximum error (expressed as a distance) for an
       ellipsoid with the same equatorial radius as the WGS84 ellipsoid and different values of
       the flattening is

          |f|     error
          0.01    25 nm
          0.02    30 nm
          0.05    10 um
          0.1    1.5 mm
          0.2    300 mm

       If -E is specified, GeodSolve is accurate to about 40 nm (40 nanometers) for the WGS84
       ellipsoid.  The approximate maximum error (expressed as a distance) for an ellipsoid with
       a quarter meridian of 10000 km and different values of the a/b = 1 - f is

          1-f    error (nm)
          1/128   387
          1/64    345
          1/32    269
          1/16    210
          1/8     115
          1/4      69
          1/2      36
            1      15
            2      25
            4      96
            8     318
           16     985
           32    2352
           64    6008
          128   19024

MULTIPLE SOLUTIONS

       The shortest distance returned for the inverse problem is (obviously) uniquely defined.
       However, in a few special cases there are multiple azimuths which yield the same shortest
       distance.  Here is a catalog of those cases:

       lat1 = -lat2 (with neither point at a pole)
           If azi1 = azi2, the geodesic is unique.  Otherwise there are two geodesics and the
           second one is obtained by setting [azi1,azi2] = [azi2,azi1], [M12,M21] = [M21,M12],
           S12 = -S12.  (This occurs when the longitude difference is near +/-180 for oblate
           ellipsoids.)

       lon2 = lon1 +/- 180 (with neither point at a pole)
           If azi1 = 0 or +/-180, the geodesic is unique.  Otherwise there are two geodesics and
           the second one is obtained by setting [azi1,azi2] = [-azi1,-azi2], S12 = -S12.  (This
           occurs when lat2 is near -lat1 for prolate ellipsoids.)

       Points 1 and 2 at opposite poles
           There are infinitely many geodesics which can be generated by setting [azi1,azi2] =
           [azi1,azi2] + [d,-d], for arbitrary d.  (For spheres, this prescription applies when
           points 1 and 2 are antipodal.)

       s12 = 0 (coincident points)
           There are infinitely many geodesics which can be generated by setting [azi1,azi2] =
           [azi1,azi2] + [d,d], for arbitrary d.

EXAMPLES

       Route from JFK Airport to Singapore Changi Airport:

          echo 40:38:23N 073:46:44W 01:21:33N 103:59:22E |
          GeodSolve -i -: -p 0

          003:18:29.9 177:29:09.2 15347628

       Equally spaced waypoints on the route:

          for ((i = 0; i <= 10; ++i)); do echo $i/10; done |
          GeodSolve -I 40:38:23N 073:46:44W 01:21:33N 103:59:22E -F -: -p 0

          40:38:23.0N 073:46:44.0W 003:18:29.9
          54:24:51.3N 072:25:39.6W 004:18:44.1
          68:07:37.7N 069:40:42.9W 006:44:25.4
          81:38:00.4N 058:37:53.9W 017:28:52.7
          83:43:26.0N 080:37:16.9E 156:26:00.4
          70:20:29.2N 097:01:29.4E 172:31:56.4
          56:38:36.0N 100:14:47.6E 175:26:10.5
          42:52:37.1N 101:43:37.2E 176:34:28.6
          29:03:57.0N 102:39:34.8E 177:07:35.2
          15:13:18.6N 103:22:08.0E 177:23:44.7
          01:21:33.0N 103:59:22.0E 177:29:09.2

AUTHOR

       GeodSolve was written by Charles Karney.

HISTORY

       GeodSolve was added to GeographicLib, <https://geographiclib.sourceforge.io>, in 2009-03.
       Prior to version 1.30, it was called Geod.  (The name was changed to avoid a conflict with
       the geod utility in proj.4.)