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authorKristian Evers <kristianevers@gmail.com>2019-08-26 14:35:03 +0200
committerKristian Evers <kristianevers@gmail.com>2019-08-26 14:35:03 +0200
commit5534ec0b609e6352b0839dcb17e155f6363b29a6 (patch)
tree3737461cc9f894f552f2752a315950474160d620
parentaac38008df0054c3c501a4a5be59d32f31792d3f (diff)
downloadPROJ-5534ec0b609e6352b0839dcb17e155f6363b29a6.tar.gz
PROJ-5534ec0b609e6352b0839dcb17e155f6363b29a6.zip
Update man-pages from Sphinx-docs
-rw-r--r--man/man1/cct.116
-rw-r--r--man/man1/cs2cs.110
-rw-r--r--man/man1/geod.116
-rw-r--r--man/man1/gie.132
-rw-r--r--man/man1/proj.112
-rw-r--r--man/man1/projinfo.1126
-rw-r--r--man/man3/geodesic.36
-rw-r--r--man/man3/pj_init.38
8 files changed, 152 insertions, 74 deletions
diff --git a/man/man1/cct.1 b/man/man1/cct.1
index bb2168f5..759a3b08 100644
--- a/man/man1/cct.1
+++ b/man/man1/cct.1
@@ -1,6 +1,6 @@
.\" Man page generated from reStructuredText.
.
-.TH "CCT" "1" "May 06, 2019" "6.1.0" "PROJ.4"
+.TH "CCT" "1" "Aug 26, 2019" "6.2.0" "PROJ"
.SH NAME
cct \- Coordinate Conversion and Transformation
.
@@ -33,7 +33,7 @@ level margin: \\n[rst2man-indent\\n[rst2man-indent-level]]
.SH SYNOPSIS
.INDENT 0.0
.INDENT 3.5
-\fBcct\fP [\fB\-cIostvz\fP [args]] \fI+opt[=arg]\fP … file …
+\fBcct\fP [\fB\-cIostvz\fP [args]] \fI+opt[=arg]\fP ... file ...
.UNINDENT
.UNINDENT
.SH DESCRIPTION
@@ -103,7 +103,7 @@ Usage varies with operation.
\fBcct\fP is an acronym meaning \fICoordinate Conversion and Transformation\fP\&.
.sp
The acronym refers to definitions given in the OGC 08\-015r2/ISO\-19111
-standard “Geographical Information – Spatial Referencing by Coordinates”,
+standard "Geographical Information \-\- Spatial Referencing by Coordinates",
which defines two different classes of \fIcoordinate operations\fP:
.sp
\fICoordinate Conversions\fP, which are coordinate operations where input
@@ -228,18 +228,18 @@ $ echo 12 56 100 2018.0 auxiliary data | cct +proj=merc
.UNINDENT
.SH BACKGROUND
.sp
-\fBcct\fP also refers to Carl Christian Tscherning (1942–2014),
+\fBcct\fP also refers to Carl Christian Tscherning (1942\-\-2014),
professor of Geodesy at the University of Copenhagen, mentor and advisor
for a generation of Danish geodesists, colleague and collaborator for
two generations of global geodesists, Secretary General for the
-International Association of Geodesy, IAG (1995–2007), fellow of the
+International Association of Geodesy, IAG (1995\-\-2007), fellow of the
American Geophysical Union (1991), recipient of the IAG Levallois Medal
(2007), the European Geosciences Union Vening Meinesz Medal (2008), and
of numerous other honours.
.sp
\fIcct\fP, or Christian, as he was known to most of us, was recognized for his
good mood, his sharp wit, his tireless work, and his great commitment to
-the development of geodesy – both through his scientific contributions,
+the development of geodesy \-\- both through his scientific contributions,
comprising more than 250 publications, and by his mentoring and teaching
of the next generations of geodesists.
.sp
@@ -255,11 +255,11 @@ Hence, in honour of \fIcct\fP (the geodesist) this is \fBcct\fP (the program).
\fBproj(1)\fP, \fBcs2cs(1)\fP, \fBgeod(1)\fP, \fBgie(1)\fP, \fBprojinfo(1)\fP
.SH BUGS
.sp
-A list of know bugs can be found at \fI\%https://github.com/OSGeo/proj.4/issues\fP
+A list of know bugs can be found at \fI\%https://github.com/OSGeo/PROJ/issues\fP
where new bug reports can be submitted to.
.SH HOME PAGE
.sp
-\fI\%https://proj4.org/\fP
+\fI\%https://proj.org/\fP
.SH AUTHOR
Thomas Knudsen
.SH COPYRIGHT
diff --git a/man/man1/cs2cs.1 b/man/man1/cs2cs.1
index 87c2e9f4..ec4de873 100644
--- a/man/man1/cs2cs.1
+++ b/man/man1/cs2cs.1
@@ -1,6 +1,6 @@
.\" Man page generated from reStructuredText.
.
-.TH "CS2CS" "1" "May 06, 2019" "6.1.0" "PROJ.4"
+.TH "CS2CS" "1" "Aug 26, 2019" "6.2.0" "PROJ"
.SH NAME
cs2cs \- Cartographic coordinate system filter
.
@@ -33,14 +33,14 @@ level margin: \\n[rst2man-indent\\n[rst2man-indent-level]]
.SH SYNOPSIS
.INDENT 0.0
.INDENT 3.5
-\fBcs2cs\fP [\fB\-eEfIlrstvwW\fP [args]] [\fI+opt[=arg]\fP …] [+to \fI+opt[=arg]\fP …] file …
+\fBcs2cs\fP [\fB\-eEfIlrstvwW\fP [args]] [\fI+opt[=arg]\fP ...] [+to \fI+opt[=arg]\fP ...] file ...
.UNINDENT
.UNINDENT
.sp
or
.INDENT 0.0
.INDENT 3.5
-\fBcs2cs\fP [\fB\-eEfIlrstvwW\fP [args]] {source_crs} +to {target_crs} file …
+\fBcs2cs\fP [\fB\-eEfIlrstvwW\fP [args]] {source_crs} +to {target_crs} file ...
.sp
where {source_crs} or {target_crs} is a PROJ string, a WKT string or a AUTHORITY:CODE
(where AUTHORITY is the name of a CRS authority and CODE the code of a CRS
@@ -275,11 +275,11 @@ outputs
\fBproj(1)\fP, \fBcct(1)\fP, \fBgeod(1)\fP, \fBgie(1)\fP, \fBprojinfo(1)\fP
.SH BUGS
.sp
-A list of know bugs can be found at \fI\%https://github.com/OSGeo/proj.4/issues\fP
+A list of know bugs can be found at \fI\%https://github.com/OSGeo/PROJ/issues\fP
where new bug reports can be submitted to.
.SH HOME PAGE
.sp
-\fI\%https://proj4.org/\fP
+\fI\%https://proj.org/\fP
.SH AUTHOR
Frank Warmerdam
.SH COPYRIGHT
diff --git a/man/man1/geod.1 b/man/man1/geod.1
index cf0277e2..f4c356ac 100644
--- a/man/man1/geod.1
+++ b/man/man1/geod.1
@@ -1,6 +1,6 @@
.\" Man page generated from reStructuredText.
.
-.TH "GEOD" "1" "May 06, 2019" "6.1.0" "PROJ.4"
+.TH "GEOD" "1" "Aug 26, 2019" "6.2.0" "PROJ"
.SH NAME
geod \- Geodesic computations
.
@@ -33,9 +33,9 @@ level margin: \\n[rst2man-indent\\n[rst2man-indent-level]]
.SH SYNOPSIS
.INDENT 0.0
.INDENT 3.5
-\fBgeod\fP \fI+ellps=<ellipse>\fP [\fB\-afFIlptwW\fP [args]] [\fI+opt[=arg]\fP …] file …
+\fBgeod\fP \fI+ellps=<ellipse>\fP [\fB\-afFIlptwW\fP [args]] [\fI+opt[=arg]\fP ...] file ...
.sp
-\fBinvgeod\fP \fI+ellps=<ellipse>\fP [\fB\-afFIlptwW\fP [args]] [\fI+opt[=arg]\fP …] file …
+\fBinvgeod\fP \fI+ellps=<ellipse>\fP [\fB\-afFIlptwW\fP [args]] [\fI+opt[=arg]\fP ...] file ...
.UNINDENT
.UNINDENT
.SH DESCRIPTION
@@ -143,12 +143,12 @@ 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 \fI\%\-f\fP switch is not employed) to 0.001” with trailing,
+in DMS (if the \fI\%\-f\fP 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.
.sp
-The Earth’s ellipsoidal figure may be selected in the same manner
+The Earth\(aqs ellipsoidal figure may be selected in the same manner
as program \fBproj\fP by using \fI+ellps=\fP, \fI+a=\fP, \fI+es=\fP, etc.
.sp
\fBgeod\fP may also be used to determine intermediate points along
@@ -201,7 +201,7 @@ where the first two values are the azimuth from Boston to Portland,
the back azimuth from Portland to Boston followed by the distance.
.sp
An example of forward geodesic use is to use the Boston location
-and determine Portland’s location by azimuth and distance:
+and determine Portland\(aqs location by azimuth and distance:
.INDENT 0.0
.INDENT 3.5
.sp
@@ -249,11 +249,11 @@ C. F. F. Karney, \fI\%Algorithms for Geodesics\fP, J. Geodesy \fB87\fP(1), 43–
\fBproj(1)\fP, \fBcs2cs(1)\fP, \fBcct(1)\fP, \fBgeod(1)\fP, \fBgie(1)\fP
.SH BUGS
.sp
-A list of know bugs can be found at \fI\%https://github.com/OSGeo/proj.4/issues\fP
+A list of know bugs can be found at \fI\%https://github.com/OSGeo/PROJ/issues\fP
where new bug reports can be submitted to.
.SH HOME PAGE
.sp
-\fI\%https://proj4.org/\fP
+\fI\%https://proj.org/\fP
.SH AUTHOR
Charles Karney
.SH COPYRIGHT
diff --git a/man/man1/gie.1 b/man/man1/gie.1
index 13f12e24..54db5362 100644
--- a/man/man1/gie.1
+++ b/man/man1/gie.1
@@ -1,6 +1,6 @@
.\" Man page generated from reStructuredText.
.
-.TH "GIE" "1" "May 06, 2019" "6.1.0" "PROJ.4"
+.TH "GIE" "1" "Aug 26, 2019" "6.2.0" "PROJ"
.SH NAME
gie \- The Geospatial Integrity Investigation Environment
.
@@ -209,7 +209,7 @@ Many coordinates can be expected for one \fI\%operation\fP\&. For each
See \fI\%operation\fP for an example.
.sp
In addition to expecting a coordinate it is also possible to expect a
-PROJ error code in case an operation can’t be created. This is useful when
+PROJ error code in case an operation can\(aqt be created. This is useful when
testing that errors are caught and handled correctly. Below is an example of
that tests that the pipeline operator fails correctly when a non\-invertible
pipeline is constructed.
@@ -267,7 +267,7 @@ units.
Do a roundtrip test of an operation. \fI\%roundtrip\fP needs a
\fI\%operation\fP and a \fI\%accept\fP command
to function. The accepted coordinate is passed to the operation first in
-it’s forward mode, then the output from the forward operation is passed
+it\(aqs forward mode, then the output from the forward operation is passed
back to the inverse operation. This procedure is done \fBn\fP times. If the
resulting coordinate is within the set tolerance of the initial coordinate,
the test is passed.
@@ -343,7 +343,7 @@ expect 12 55 0 0
.UNINDENT
.UNINDENT
.sp
-The default direction is “forward”.
+The default direction is "forward".
.UNINDENT
.INDENT 0.0
.TP
@@ -440,21 +440,21 @@ expect 0 110579.9
.UNINDENT
.SH BACKGROUND
.sp
-More importantly than being an acronym for “Geospatial Integrity Investigation
-Environment”, gie were also the initials, user id, and USGS email address of
-Gerald Ian Evenden (1935–2016), the geospatial visionary, who, already in the
+More importantly than being an acronym for "Geospatial Integrity Investigation
+Environment", gie were also the initials, user id, and USGS email address of
+Gerald Ian Evenden (1935\-\-2016), the geospatial visionary, who, already in the
1980s, started what was to become the PROJ of today.
.sp
-Gerald’s clear vision was that map projections are \fIjust special functions\fP\&.
+Gerald\(aqs clear vision was that map projections are \fIjust special functions\fP\&.
Some of them rather complex, most of them of two variables, but all of them
\fIjust special functions\fP, and not particularly more special than the \fBsin()\fP,
\fBcos()\fP, \fBtan()\fP, and \fBhypot()\fP already available in the C standard library.
.sp
And hence, according to Gerald, \fIthey should not be particularly much harder
-to use\fP, for a programmer, than the \fBsin()\fP’s, \fBtan()\fP’s and
-\fBhypot()\fP’s so readily available.
+to use\fP, for a programmer, than the \fBsin()\fP\(aqs, \fBtan()\fP\(aqs and
+\fBhypot()\fP\(aqs so readily available.
.sp
-Gerald’s ingenuity also showed in the implementation of the vision, where
+Gerald\(aqs ingenuity also showed in the implementation of the vision, where
he devised a comprehensive, yet simple, system of key\-value pairs for
parameterising a map projection, and the highly flexible \fBPJ\fP struct, storing
run\-time compiled versions of those key\-value pairs, hence making a map
@@ -463,25 +463,25 @@ call like \fBhypot(x,y)\fP\&.
.sp
While today, we may have more formally well defined metadata systems (most
prominent the OGC WKT2 representation), nothing comes close being as easily
-readable (“human compatible”) as Gerald’s key\-value system. This system in
-particular, and the PROJ system in general, was Gerald’s great gift to anyone
+readable ("human compatible") as Gerald\(aqs key\-value system. This system in
+particular, and the PROJ system in general, was Gerald\(aqs great gift to anyone
using and/or communicating about geodata.
.sp
It is only reasonable to name a program, keeping an eye on the
integrity of the PROJ system, in honour of Gerald.
.sp
So in honour, and hopefully also in the spirit, of Gerald Ian Evenden
-(1935–2016), this is the Geospatial Integrity Investigation Environment.
+(1935\-\-2016), this is the Geospatial Integrity Investigation Environment.
.SH SEE ALSO
.sp
\fBproj(1)\fP, \fBcs2cs(1)\fP, \fBcct(1)\fP, \fBgeod(1)\fP
.SH BUGS
.sp
-A list of know bugs can be found at \fI\%https://github.com/OSGeo/proj.4/issues\fP
+A list of know bugs can be found at \fI\%https://github.com/OSGeo/PROJ/issues\fP
where new bug reports can be submitted to.
.SH HOME PAGE
.sp
-\fI\%https://proj4.org/\fP
+\fI\%https://proj.org/\fP
.SH AUTHOR
Thomas Knudsen
.SH COPYRIGHT
diff --git a/man/man1/proj.1 b/man/man1/proj.1
index 5973c30c..8bd927ca 100644
--- a/man/man1/proj.1
+++ b/man/man1/proj.1
@@ -1,6 +1,6 @@
.\" Man page generated from reStructuredText.
.
-.TH "PROJ" "1" "May 06, 2019" "6.1.0" "PROJ.4"
+.TH "PROJ" "1" "Aug 26, 2019" "6.2.0" "PROJ"
.SH NAME
proj \- Cartographic projection filter
.
@@ -33,9 +33,9 @@ level margin: \\n[rst2man-indent\\n[rst2man-indent-level]]
.SH SYNOPSIS
.INDENT 0.0
.INDENT 3.5
-\fBproj\fP [\fB\-beEfiIlmorsStTvVwW\fP] [args]] [\fI+opt[=arg]\fP …] file …
+\fBproj\fP [\fB\-beEfiIlmorsStTvVwW\fP] [args]] [\fI+opt[=arg]\fP ...] file ...
.sp
-\fBinvproj\fP [\fB\-beEfiIlmorsStTvVwW\fP] [args]] [\fI+opt[=arg]\fP …] file …
+\fBinvproj\fP [\fB\-beEfiIlmorsStTvVwW\fP] [args]] [\fI+opt[=arg]\fP ...] file ...
.UNINDENT
.UNINDENT
.SH DESCRIPTION
@@ -216,7 +216,7 @@ portions of the input line are appended to the output line.
Input geographic data (longitude and latitude) must be in DMS format and input
cartesian data must be in units consistent with the ellipsoid major axis or
sphere radius units. Output geographic coordinates will be in DMS (if the
-\fB\-w\fP switch is not employed) and precise to 0.001” with trailing, zero\-valued
+\fB\-w\fP switch is not employed) and precise to 0.001" with trailing, zero\-valued
minute\-second fields deleted.
.SH EXAMPLE
.sp
@@ -263,11 +263,11 @@ support for datum translation.
\fBcs2cs(1)\fP, \fBcct(1)\fP, \fBgeod(1)\fP, \fBgie(1)\fP, \fBprojinfo(1)\fP
.SH BUGS
.sp
-A list of know bugs can be found at \fI\%https://github.com/OSGeo/proj.4/issues\fP
+A list of know bugs can be found at \fI\%https://github.com/OSGeo/PROJ/issues\fP
where new bug reports can be submitted to.
.SH HOME PAGE
.sp
-\fI\%https://proj4.org/\fP
+\fI\%https://proj.org/\fP
.SH AUTHOR
Gerald I. Evenden
.SH COPYRIGHT
diff --git a/man/man1/projinfo.1 b/man/man1/projinfo.1
index 29017cb2..506663b5 100644
--- a/man/man1/projinfo.1
+++ b/man/man1/projinfo.1
@@ -1,6 +1,6 @@
.\" Man page generated from reStructuredText.
.
-.TH "PROJINFO" "1" "May 06, 2019" "6.1.0" "PROJ.4"
+.TH "PROJINFO" "1" "Aug 26, 2019" "6.2.0" "PROJ"
.SH NAME
projinfo \- Geodetic object and coordinate operation queries
.
@@ -36,17 +36,17 @@ level margin: \\n[rst2man-indent\\n[rst2man-indent-level]]
.nf
\fBprojinfo\fP
.in +2
-[\-o formats] [\-k crs|operation|ellipsoid] [–summary] [\-q]
-[[–area name_or_code] | [–bbox west_long,south_lat,east_long,north_lat]]
-[–spatial\-test contains|intersects]
-[–crs\-extent\-use none|both|intersection|smallest]
-[–grid\-check none|discard_missing|sort] [–show\-superseded]
-[–pivot\-crs always|if_no_direct_transformation|never|{auth:code[,auth:code]*}]
-[–boundcrs\-to\-wgs84]
-[–main\-db\-path path] [–aux\-db\-path path]*
-[–identify]
-[–c\-ify] [–single\-line]
-{object_definition} | (\-s {srs_def} \-t {srs_def})
+[\-o formats] [\-k crs|operation|ellipsoid] [\-\-summary] [\-q]
+[[\-\-area name_or_code] | [\-\-bbox west_long,south_lat,east_long,north_lat]]
+[\-\-spatial\-test contains|intersects]
+[\-\-crs\-extent\-use none|both|intersection|smallest]
+[\-\-grid\-check none|discard_missing|sort] [\-\-show\-superseded]
+[\-\-pivot\-crs always|if_no_direct_transformation|never|{auth:code[,auth:code]*}]
+[\-\-boundcrs\-to\-wgs84]
+[\-\-main\-db\-path path] [\-\-aux\-db\-path path]*
+[\-\-identify]
+[\-\-c\-ify] [\-\-single\-line]
+{object_definition} | {object_reference} | (\-s {srs_def} \-t {srs_def})
.in -2
.fi
@@ -59,23 +59,35 @@ a proj\-string,
.IP \(bu 2
a WKT string,
.IP \(bu 2
-an object code (like “EPSG:4326”, “urn:ogc:def:crs:EPSG::4326”,
-“urn:ogc:def:coordinateOperation:EPSG::1671”),
+an object code (like "EPSG:4326", "urn:ogc:def:crs:EPSG::4326",
+"urn:ogc:def:coordinateOperation:EPSG::1671"),
.IP \(bu 2
a OGC URN combining references for compound coordinate reference systems
-(e.g “\fI\%urn:ogc:def:crs,crs:EPSG::2393,crs:EPSG::5717\fP” or custom abbreviated
-syntax “EPSG:2393+5717”),
+(e.g "\fI\%urn:ogc:def:crs,crs:EPSG::2393,crs:EPSG::5717\fP" or custom abbreviated
+syntax "EPSG:2393+5717"),
+.IP \(bu 2
+a OGC URN combining references for references for projected or derived CRSs
+e.g. for Projected 3D CRS "UTM zone 31N / WGS 84 (3D)":
+"\fI\%urn:ogc:def:crs,crs:EPSG::4979,cs:PROJ::ENh,coordinateOperation:EPSG::16031\fP"
+(\fIadded in 6.2\fP)
.IP \(bu 2
a OGC URN combining references for concatenated operations
-(e.g. “\fI\%urn:ogc:def:coordinateOperation,coordinateOperation:EPSG::3895,coordinateOperation:EPSG::1618\fP”)
+(e.g. "\fI\%urn:ogc:def:coordinateOperation,coordinateOperation:EPSG::3895,coordinateOperation:EPSG::1618\fP")
+.IP \(bu 2
+a PROJJSON string. The jsonschema is at \fI\%https://proj.org/schemas/v0.1/projjson.schema.json\fP (\fIadded in 6.2\fP)
.UNINDENT
+.sp
+{object_reference} is a filename preceded by the \(aq@\(aq character. The
+file referenced by the {object_reference} must contain a valid
+{object_definition}.
.UNINDENT
.UNINDENT
.SH DESCRIPTION
.sp
\fBprojinfo\fP is a program that can query information on a geodetic object,
coordinate reference system (CRS) or coordinate operation, when the \fB\-s\fP and \fB\-t\fP
-options are specified, and display it under different formats (PROJ string, WKT string).
+options are specified, and display it under different formats (PROJ string, WKT string
+or PROJJSON string).
.sp
It can also be used to query coordinate operations available between two CRS.
.sp
@@ -87,7 +99,7 @@ The following control parameters can appear in any order:
.TP
.B \-o formats
formats is a comma separated combination of:
-\fBall\fP, \fBdefault\fP, \fBPROJ\fP, \fBWKT_ALL\fP, \fBWKT2_2015\fP, \fBWKT2_2018\fP, \fBWKT1_GDAL\fP, \fBWKT1_ESRI\fP\&.
+\fBall\fP, \fBdefault\fP, \fBPROJ\fP, \fBWKT_ALL\fP, \fBWKT2_2015\fP, \fBWKT2_2018\fP, \fBWKT1_GDAL\fP, \fBWKT1_ESRI\fP, \fBPROJJSON\fP\&.
.sp
Except \fBall\fP and \fBdefault\fP, other formats can be preceded by \fB\-\fP to disable them.
.UNINDENT
@@ -116,7 +128,7 @@ only used for coordinate operation computation
.TP
.B \-q
Turn on quiet mode. Quiet mode is only available for queries on single objects,
-and only one output format is selected. In that mode, only the PROJ or WKT
+and only one output format is selected. In that mode, only the PROJ, WKT or PROJJSON
string is displayed, without other introduction output. The output is then
potentially compatible of being piped in other utilities.
.UNINDENT
@@ -125,7 +137,7 @@ potentially compatible of being piped in other utilities.
.B \-\-area name_or_code
Specify an area of interest to restrict the results when researching
coordinate operations between 2 CRS. The area of interest can be specified either
-as a name (e.g “Denmark \- onshore”) or a AUTHORITY:CODE (EPSG:3237)
+as a name (e.g "Denmark \- onshore") or a AUTHORITY:CODE (EPSG:3237)
This option is exclusive of \fI\%\-\-bbox\fP\&.
.sp
\fBNOTE:\fP
@@ -297,7 +309,7 @@ is easy to put those strings in C/C++ code
.INDENT 0.0
.TP
.B \-\-single\-line
-Output WKT strings on a single line, instead of multiple intended lines by
+Output WKT or PROJJSON strings on a single line, instead of multiple intended lines by
default.
.UNINDENT
.SH EXAMPLES
@@ -419,16 +431,82 @@ COORDINATEOPERATION["NAD27 to NAD83 (1)",
.fi
.UNINDENT
.UNINDENT
+.INDENT 0.0
+.IP 3. 3
+Export an object as a PROJJSON string
+.UNINDENT
+.INDENT 0.0
+.INDENT 3.5
+.sp
+.nf
+.ft C
+projinfo GDA94 \-o PROJJSON \-q
+.ft P
+.fi
+.UNINDENT
+.UNINDENT
+.sp
+Output:
+.INDENT 0.0
+.INDENT 3.5
+.sp
+.nf
+.ft C
+{
+ "type": "GeographicCRS",
+ "name": "GDA94",
+ "datum": {
+ "type": "GeodeticReferenceFrame",
+ "name": "Geocentric Datum of Australia 1994",
+ "ellipsoid": {
+ "name": "GRS 1980",
+ "semi_major_axis": 6378137,
+ "inverse_flattening": 298.257222101
+ }
+ },
+ "coordinate_system": {
+ "subtype": "ellipsoidal",
+ "axis": [
+ {
+ "name": "Geodetic latitude",
+ "abbreviation": "Lat",
+ "direction": "north",
+ "unit": "degree"
+ },
+ {
+ "name": "Geodetic longitude",
+ "abbreviation": "Lon",
+ "direction": "east",
+ "unit": "degree"
+ }
+ ]
+ },
+ "area": "Australia \- GDA",
+ "bbox": {
+ "south_latitude": \-60.56,
+ "west_longitude": 93.41,
+ "north_latitude": \-8.47,
+ "east_longitude": 173.35
+ },
+ "id": {
+ "authority": "EPSG",
+ "code": 4283
+ }
+}
+.ft P
+.fi
+.UNINDENT
+.UNINDENT
.SH SEE ALSO
.sp
\fBcs2cs(1)\fP, \fBcct(1)\fP, \fBgeod(1)\fP, \fBgie(1)\fP, \fBproj(1)\fP
.SH BUGS
.sp
-A list of know bugs can be found at \fI\%https://github.com/OSGeo/proj.4/issues\fP
+A list of know bugs can be found at \fI\%https://github.com/OSGeo/PROJ/issues\fP
where new bug reports can be submitted to.
.SH HOME PAGE
.sp
-\fI\%https://proj4.org/\fP
+\fI\%https://proj.org/\fP
.SH AUTHOR
Even Rouault
.SH COPYRIGHT
diff --git a/man/man3/geodesic.3 b/man/man3/geodesic.3
index 84511cbe..c2d3d9df 100644
--- a/man/man3/geodesic.3
+++ b/man/man3/geodesic.3
@@ -1,6 +1,6 @@
.\" @(#)geodesic.3
.\"
-.TH GEODESIC 3 "2018/09/15 Rel. 6.1.0"
+.TH GEODESIC 3 "2019/09/01 Rel. 6.2.0"
.ad b
.hy 1
.SH NAME
@@ -117,7 +117,7 @@ The Wikipedia page, \fIGeodesics on an ellipsoid\fR,
.br
https://en.wikipedia.org/wiki/Geodesics_on_an_ellipsoid
.SH BUGS
-A list of known bugs can found at https://github.com/OSGeo/proj.4/issues
+A list of known bugs can found at https://github.com/OSGeo/PROJ/issues
where new bug reports can be submitted too.
.SH HOME PAGE
-https://proj4.org/
+https://proj.org/
diff --git a/man/man3/pj_init.3 b/man/man3/pj_init.3
index 048075b6..16d9ecbc 100644
--- a/man/man3/pj_init.3
+++ b/man/man3/pj_init.3
@@ -1,6 +1,6 @@
-.\" @(#)pj_init.3 - 5.2.0
+.\" @(#)pj_init.3 - 6.2.0
.\"
-.TH PJ_INIT 3 "2018/09/5 Rel. 6.1.0"
+.TH PJ_INIT 3 "2019/09/1 Rel. 6.2.0"
.ad b
.hy 1
.SH NAME
@@ -108,7 +108,7 @@ libproj.a \- library of projections and support procedures
.I "Cartographic Projection Procedures for the UNIX Environment\(emA User's Manual,"
(Evenden, 1990, Open-file report 90\-284).
.SH BUGS
-A list of known bugs can found at https://github.com/OSGeo/proj.4/issues
+A list of known bugs can found at https://github.com/OSGeo/PROJ/issues
where new bug reports can be submitted too.
.SH HOME PAGE
-https://proj4.org/
+https://proj.org/