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NAMERhumbSolve -- perform rhumb line calculationsSYNOPSISRhumbSolve [ -i | -L lat1 lon1 azi12 ] [ -e a f ] [ -d | -: ] [ -w ] [ -p prec ] [ -s ] [ --comment-delimiter commentdelim ] [ --version | -h | --help ] [ --input-file infile | --input-string instring ] [ --line-separator linesep ] [ --output-file outfile ]DESCRIPTIONThe path with constant heading between two points on the ellipsoid at (lat1, lon1) and (lat2, lon2) is called the rhumb line or loxodrome. Its length is s12 and the rhumb line has a forward azimuth azi12 along its length. Also computed is S12 is the area between the rhumb line 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). A point at a pole is treated as a point a tiny distance away from the pole on the given line of longitude. The longitude becomes indeterminate when a rhumb line passes through a pole, and RhumbSolve reports NaNs for the longitude and the area in this case.NOTE: the rhumb line is not the shortest path between two points; that is the geodesic and it is calculated by GeodSolve(1). RhumbSolve operates in one of three modes:
OPTIONS
INPUTRhumbSolve measures all angles in degrees, 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). PRECISIONprec 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.ERRORSAn illegal line of input will print an error message to standard output beginning with "ERROR:" and causes RhumbSolve to return an exit code of 1. However, an error does not cause RhumbSolve to terminate; following lines will be converted.ACCURACYThe algorithm used by RhumbSolve uses exact formulas for converting between the latitude, rectifying latitude (mu), and isometric latitude (psi). These formulas are accurate for any value of the flattening. The computation of rhumb lines involves the ratio (psi1 - psi2) / (mu1 - mu2) and this is subject to large round-off errors if lat1 is close to lat2. So this ratio is computed using divided differences using one of two methods: by default, this uses the addition theorem for elliptic integrals (accurate for all values of f); however, with the -s options, it is computed using the series expansions used by TransverseMercatorProj(1) for the conversions between rectifying and conformal latitudes (accurate for |f| < 0.01). For the WGS84 ellipsoid, the error is about 10 nanometers using either method.EXAMPLESRoute from JFK Airport to Singapore Changi Airport:echo 40:38:23N 073:46:44W 01:21:33N 103:59:22E | RhumbSolve -i -: -p 0 103:34:58.2 18523563 N.B. This is not the route typically taken by aircraft because it's considerably longer than the geodesic given by GeodSolve(1). Waypoints on the route at intervals of 2000km: for ((i = 0; i <= 20; i += 2)); do echo ${i}000000;done | RhumbSolve -L 40:38:23N 073:46:44W 103:34:58.2 -: -p 0 40:38:23.0N 073:46:44.0W 0 36:24:30.3N 051:28:26.4W 9817078307821 32:10:26.8N 030:20:57.3W 18224745682005 27:56:13.2N 010:10:54.2W 25358020327741 23:41:50.1N 009:12:45.5E 31321269267102 19:27:18.7N 027:59:22.1E 36195163180159 15:12:40.2N 046:17:01.1E 40041499143669 10:57:55.9N 064:12:52.8E 42906570007050 06:43:07.3N 081:53:28.8E 44823504180200 02:28:16.2N 099:24:54.5E 45813843358737 01:46:36.0S 116:52:59.7E 45888525219677 SEE ALSOGeoConvert(1), GeodSolve(1), TransverseMercatorProj(1).An online version of this utility is availbable at <https://geographiclib.sourceforge.io/cgi-bin/RhumbSolve>. The Wikipedia page, Rhumb line, <https://en.wikipedia.org/wiki/Rhumb_line>. AUTHORRhumbSolve was written by Charles Karney.HISTORYRhumbSolve was added to GeographicLib, <https://geographiclib.sourceforge.io>, in version 1.37.
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