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authorKristian Evers <kristianevers@gmail.com>2020-10-26 10:43:19 +0100
committerKristian Evers <kristianevers@gmail.com>2020-10-26 11:02:11 +0100
commit37b645059cb072c75f8a0a66576a74e17419d898 (patch)
tree0918dd1baaaf4aa7e62a61053128c9bc9addb7ad /man/man1
parent3bd548d816f141b617c7b3252e22b4f0b7fdd352 (diff)
downloadPROJ-37b645059cb072c75f8a0a66576a74e17419d898.tar.gz
PROJ-37b645059cb072c75f8a0a66576a74e17419d898.zip
Update man-pages from Sphinx-docs
Diffstat (limited to 'man/man1')
-rw-r--r--man/man1/cct.119
-rw-r--r--man/man1/cs2cs.174
-rw-r--r--man/man1/geod.112
-rw-r--r--man/man1/gie.128
-rw-r--r--man/man1/proj.18
-rw-r--r--man/man1/projinfo.161
-rw-r--r--man/man1/projsync.120
7 files changed, 139 insertions, 83 deletions
diff --git a/man/man1/cct.1 b/man/man1/cct.1
index 45780009..efb03def 100644
--- a/man/man1/cct.1
+++ b/man/man1/cct.1
@@ -1,6 +1,6 @@
.\" Man page generated from reStructuredText.
.
-.TH "CCT" "1" "Jul 1, 2020" "7.1.0" "PROJ"
+.TH "CCT" "1" "Nov 01, 2020" "7.2.0" "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
@@ -52,10 +52,11 @@ Specify input columns for (up to) 4 input parameters. Defaults to 1,2,3,4.
.INDENT 0.0
.TP
.B \-d <n>
-.UNINDENT
-.sp
-New in version 5.2.0: Specify the number of decimals in the output.
+New in version 5.2.0.
+.sp
+Specify the number of decimals in the output.
+.UNINDENT
.INDENT 0.0
.TP
.B \-I
@@ -103,7 +104,7 @@ 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
@@ -238,18 +239,18 @@ $ 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
diff --git a/man/man1/cs2cs.1 b/man/man1/cs2cs.1
index 8ff3cb0a..d4d65a00 100644
--- a/man/man1/cs2cs.1
+++ b/man/man1/cs2cs.1
@@ -1,6 +1,6 @@
.\" Man page generated from reStructuredText.
.
-.TH "CS2CS" "1" "Jul 1, 2020" "7.1.0" "PROJ"
+.TH "CS2CS" "1" "Nov 01, 2020" "7.2.0" "PROJ"
.SH NAME
cs2cs \- Cartographic coordinate system filter
.
@@ -33,18 +33,45 @@ 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} {target_crs} file …
+\fBcs2cs\fP [\fB\-eEfIlrstvwW\fP [args]] {source_crs} {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
-found in the proj.db database), expressing a coordinate reference system.
+where {source_crs} or {target_crs} is one of the possibilities accepted
+by \fBproj_create()\fP, provided it expresses a CRS
+.INDENT 0.0
+.IP \(bu 2
+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"),
+.IP \(bu 2
+an Object name. e.g "WGS 84", "WGS 84 / UTM zone 31N". In that case as
+uniqueness is not guaranteed, heuristics are applied to determine the appropriate best match.
+.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"),
+.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")
+.IP \(bu 2
+a PROJJSON string. The jsonschema is at \fI\%https://proj.org/schemas/v0.2/projjson.schema.json\fP (\fIadded in 6.2\fP)
+.IP \(bu 2
+a compound CRS made from two object names separated with " + ". e.g. "WGS 84 + EGM96 height" (\fIadded in 7.1\fP)
+.UNINDENT
.sp
New in version 6.0.0.
@@ -82,10 +109,11 @@ ASCII input only. (# is the default value).
.INDENT 0.0
.TP
.B \-d <n>
-.UNINDENT
-.sp
-New in version 5.2.0: Specify the number of decimals in the output.
+New in version 5.2.0.
+.sp
+Specify the number of decimals in the output.
+.UNINDENT
.INDENT 0.0
.TP
.B \-e <string>
@@ -250,7 +278,7 @@ The x\-y output data will appear as three lines of:
.fi
.UNINDENT
.UNINDENT
-.SS Using EPSG codes
+.SS Using EPSG CRS codes
.sp
Transforming from WGS 84 latitude/longitude (in that order) to UTM Zone 31N/WGS 84
.INDENT 0.0
@@ -277,6 +305,32 @@ outputs
.fi
.UNINDENT
.UNINDENT
+.SS Using EPSG CRS names
+.sp
+Transforming from WGS 84 latitude/longitude (in that order) with EGM96 height to
+UTM Zone 31N/WGS 84 with WGS84 ellipsoidal height
+.INDENT 0.0
+.INDENT 3.5
+.sp
+.nf
+.ft C
+echo 45 2 0 | cs2cs "WGS 84 + EGM96 height" "WGS 84 / UTM zone 31N"
+.ft P
+.fi
+.UNINDENT
+.UNINDENT
+.sp
+outputs
+.INDENT 0.0
+.INDENT 3.5
+.sp
+.nf
+.ft C
+421184.70 4983436.77 50.69
+.ft P
+.fi
+.UNINDENT
+.UNINDENT
.SH SEE ALSO
.sp
\fBproj(1)\fP, \fBcct(1)\fP, \fBgeod(1)\fP, \fBgie(1)\fP, \fBprojinfo(1)\fP, \fBprojsync(1)\fP
diff --git a/man/man1/geod.1 b/man/man1/geod.1
index 5ba4e995..828919a8 100644
--- a/man/man1/geod.1
+++ b/man/man1/geod.1
@@ -1,6 +1,6 @@
.\" Man page generated from reStructuredText.
.
-.TH "GEOD" "1" "Jul 1, 2020" "7.1.0" "PROJ"
+.TH "GEOD" "1" "Nov 01, 2020" "7.2.0" "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
diff --git a/man/man1/gie.1 b/man/man1/gie.1
index 6cef00e7..2b5e4fa3 100644
--- a/man/man1/gie.1
+++ b/man/man1/gie.1
@@ -1,6 +1,6 @@
.\" Man page generated from reStructuredText.
.
-.TH "GIE" "1" "Jul 1, 2020" "7.1.0" "PROJ"
+.TH "GIE" "1" "Nov 01, 2020" "7.2.0" "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
@@ -474,21 +474,21 @@ expect 173 \-45
.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
@@ -497,15 +497,15 @@ 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, \fBprojinfo(1)\fP, \fBprojsync(1)\fP
diff --git a/man/man1/proj.1 b/man/man1/proj.1
index 7927c35f..bb0a1917 100644
--- a/man/man1/proj.1
+++ b/man/man1/proj.1
@@ -1,6 +1,6 @@
.\" Man page generated from reStructuredText.
.
-.TH "PROJ" "1" "Jul 1, 2020" "7.1.0" "PROJ"
+.TH "PROJ" "1" "Nov 01, 2020" "7.2.0" "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
@@ -211,7 +211,7 @@ portions of the input line are appended to the output line.
Input geographic data (longitude and latitude) must be in DMS or decimal degrees 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
diff --git a/man/man1/projinfo.1 b/man/man1/projinfo.1
index 829c1bd1..8eca3ad6 100644
--- a/man/man1/projinfo.1
+++ b/man/man1/projinfo.1
@@ -1,6 +1,6 @@
.\" Man page generated from reStructuredText.
.
-.TH "PROJINFO" "1" "Jul 1, 2020" "7.1.0" "PROJ"
+.TH "PROJINFO" "1" "Nov 01, 2020" "7.2.0" "PROJ"
.SH NAME
projinfo \- Geodetic object and coordinate operation queries
.
@@ -36,55 +36,56 @@ level margin: \\n[rst2man-indent\\n[rst2man-indent-level]]
.nf
\fBprojinfo\fP
.in +2
-[\-o formats] [\-k crs|operation|datum|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|known_available]
-[–pivot\-crs always|if_no_direct_transformation|never|{auth:code[,auth:code]*}]
-[–show\-superseded] [–hide\-ballpark]
-[–boundcrs\-to\-wgs84]
-[–main\-db\-path path] [–aux\-db\-path path]*
-[–identify] [–3d]
-[–c\-ify] [–single\-line]
-–searchpaths | –remote\-data | {object_definition} |
+[\-o formats] [\-k crs|operation|datum|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|known_available]
+[\-\-pivot\-crs always|if_no_direct_transformation|never|{auth:code[,auth:code]*}]
+[\-\-show\-superseded] [\-\-hide\-ballpark]
+[\-\-boundcrs\-to\-wgs84]
+[\-\-main\-db\-path path] [\-\-aux\-db\-path path]*
+[\-\-identify] [\-\-3d]
+[\-\-c\-ify] [\-\-single\-line]
+\-\-searchpaths | \-\-remote\-data | {object_definition} |
{object_reference} | (\-s {srs_def} \-t {srs_def})
.in -2
.fi
.sp
.sp
-where {object_definition} or {srs_def} is
+where {object_definition} or {srs_def} is one of the possibilities accepted
+by \fBproj_create()\fP
.INDENT 0.0
.IP \(bu 2
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
-an Object name. e.g “WGS 84”, “WGS 84 / UTM zone 31N”. In that case as
+an Object name. e.g "WGS 84", "WGS 84 / UTM zone 31N". In that case as
uniqueness is not guaranteed, heuristics are applied to determine the appropriate best match.
.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”
+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)
+a PROJJSON string. The jsonschema is at \fI\%https://proj.org/schemas/v0.2/projjson.schema.json\fP (\fIadded in 6.2\fP)
.IP \(bu 2
-a compound CRS made from two object names separated with ” + “. e.g. “WGS 84 + EGM96 height” (\fIadded in 7.1\fP)
+a compound CRS made from two object names separated with " + ". e.g. "WGS 84 + EGM96 height" (\fIadded in 7.1\fP)
.UNINDENT
.sp
-{object_reference} is a filename preceded by the ‘@’ character. The
+{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
@@ -120,7 +121,7 @@ WKT2_2019 was previously called WKT2_2018.
\fBNOTE:\fP
.INDENT 7.0
.INDENT 3.5
-Before PROJ 6.3.0, WKT1:GDAL was implicitly calling –boundcrs\-to\-wgs84.
+Before PROJ 6.3.0, WKT1:GDAL was implicitly calling \-\-boundcrs\-to\-wgs84.
This is no longer the case.
.UNINDENT
.UNINDENT
@@ -159,7 +160,7 @@ 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
@@ -348,7 +349,7 @@ with a likelihood of 70% to EPSG:32631
New in version 6.3.
.sp
-“Promote” the CRS(s) to their 3D version. In the context of researching
+"Promote" the CRS(s) to their 3D version. In the context of researching
available coordinate transformations, explicitly specifying this option is
not necessary, because when one of the source or target CRS has a vertical
component but not the other one, the one that has no vertical component is
@@ -364,8 +365,8 @@ is easy to put those strings in C/C++ code
.INDENT 0.0
.TP
.B \-\-single\-line
-Output WKT or PROJJSON strings on a single line, instead of multiple intended lines by
-default.
+Output PROJ, WKT or PROJJSON strings on a single line, instead of multiple
+indented lines by default.
.UNINDENT
.INDENT 0.0
.TP
diff --git a/man/man1/projsync.1 b/man/man1/projsync.1
index 14e96fb9..9e3fbb9b 100644
--- a/man/man1/projsync.1
+++ b/man/man1/projsync.1
@@ -1,6 +1,6 @@
.\" Man page generated from reStructuredText.
.
-.TH "PROJSYNC" "1" "Ju1 1, 2020" "7.1.0" "PROJ"
+.TH "PROJSYNC" "1" "Nov 01, 2020" "7.2.0" "PROJ"
.SH NAME
projsync \- Downloading tool of resource files
.
@@ -36,15 +36,15 @@ level margin: \\n[rst2man-indent\\n[rst2man-indent-level]]
.nf
\fBprojsync\fP
.in +2
-[–endpoint URL]
-[–local\-geojson\-file FILENAME]
-([–user\-writable\-directory] | [–system\-directory] | [–target\-dir DIRNAME])
-[–bbox west_long,south_lat,east_long,north_lat]
-[–spatial\-test contains|intersects]
-[–source\-id ID] [–area\-of\-use NAME]
-[–file NAME]
-[–all] [–exclude\-world\-coverage]
-[–quiet] [–dry\-run] [–list\-files]
+[\-\-endpoint URL]
+[\-\-local\-geojson\-file FILENAME]
+([\-\-user\-writable\-directory] | [\-\-system\-directory] | [\-\-target\-dir DIRNAME])
+[\-\-bbox west_long,south_lat,east_long,north_lat]
+[\-\-spatial\-test contains|intersects]
+[\-\-source\-id ID] [\-\-area\-of\-use NAME]
+[\-\-file NAME]
+[\-\-all] [\-\-exclude\-world\-coverage]
+[\-\-quiet] [\-\-dry\-run] [\-\-list\-files]
.in -2
.fi
.sp