Update man-pages from Sphinx-docs

Author: kbevers

man/man1/cct.1

@@ -27,7 +27,7 @@ level margin: \\n[rst2man-indent\\n[rst2man-indent-level]]
 .\" new: \\n[rst2man-indent\\n[rst2man-indent-level]]
 .in \\n[rst2man-indent\\n[rst2man-indent-level]]u
 ..
-.TH "CCT" "1" "Mar 1, 2023" "9.2.0" "PROJ"
+.TH "CCT" "1" "May 24, 2023" "9.2.1" "PROJ"
 .SH NAME
 cct \- Coordinate Conversion and Transformation
 .SH SYNOPSIS
@@ -54,13 +54,13 @@ a proj\-string,
 .IP \(bu 2
 a WKT string,
 .IP \(bu 2
-an object code (like \(dqEPSG:1671\(dq \(dqurn:ogc:def:coordinateOperation:EPSG::1671\(dq),
+an object code (like "EPSG:1671" "urn:ogc:def:coordinateOperation:EPSG::1671"),
 .IP \(bu 2
-an object name. e.g. \(dqITRF2014 to ETRF2014 (1)\(dq. In that case as
+an object name. e.g. "ITRF2014 to ETRF2014 (1)". 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 concatenated operations
-(e.g. \(dq\fI\%urn:ogc:def:coordinateOperation,coordinateOperation:EPSG::3895,coordinateOperation:EPSG::1618\fP\(dq)
+(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/v0.4/projjson.schema.json\fP
 .UNINDENT
@@ -162,7 +162,7 @@ Usage varies with operation.
 \fI\%cct\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 \(dqGeographical Information \-\- Spatial Referencing by Coordinates\(dq,
+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
@@ -319,7 +319,7 @@ Coordinate operation referenced through its name
 .sp
 .nf
 .ft C
-$ echo 3541657.3778 948984.2343 5201383.5231 2020.5 | cct \(dqITRF2014 to ETRF2014 (1)\(dq
+$ echo 3541657.3778 948984.2343 5201383.5231 2020.5 | cct "ITRF2014 to ETRF2014 (1)"
 3541657.9112    948983.7503  5201383.2482     2020.5000
 .ft P
 .fi

man/man1/cs2cs.1

@@ -27,7 +27,7 @@ level margin: \\n[rst2man-indent\\n[rst2man-indent-level]]
 .\" new: \\n[rst2man-indent\\n[rst2man-indent-level]]
 .in \\n[rst2man-indent\\n[rst2man-indent-level]]u
 ..
-.TH "CS2CS" "1" "Mar 1, 2023" "9.2.0" "PROJ"
+.TH "CS2CS" "1" "May 24, 2023" "9.2.1" "PROJ"
 .SH NAME
 cs2cs \- Cartographic coordinate system filter
 .SH SYNOPSIS
@@ -53,29 +53,29 @@ a proj\-string,
 .IP \(bu 2
 a WKT string,
 .IP \(bu 2
-an object code (like \(dqEPSG:4326\(dq, \(dqurn:ogc:def:crs:EPSG::4326\(dq,
-\(dqurn:ogc:def:coordinateOperation:EPSG::1671\(dq),
+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 \(dqWGS 84\(dq, \(dqWGS 84 / UTM zone 31N\(dq. 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 CRS name and a coordinate epoch, separated with \(aq@\(aq. For example \(dq\fI\%[email protected]\fP\(dq. (\fIadded in 9.2\fP)
+a CRS name and a coordinate epoch, separated with \(aq@\(aq. For example "\fI\%[email protected]\fP". (\fIadded in 9.2\fP)
 .IP \(bu 2
 a OGC URN combining references for compound coordinate reference systems
-(e.g \(dq\fI\%urn:ogc:def:crs,crs:EPSG::2393,crs:EPSG::5717\fP\(dq or custom abbreviated
-syntax \(dqEPSG:2393+5717\(dq),
+(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 \(dqUTM zone 31N / WGS 84 (3D)\(dq:
-\(dq\fI\%urn:ogc:def:crs,crs:EPSG::4979,cs:PROJ::ENh,coordinateOperation:EPSG::16031\fP\(dq
+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. \(dq\fI\%urn:ogc:def:coordinateOperation,coordinateOperation:EPSG::3895,coordinateOperation:EPSG::1618\fP\(dq)
+(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/v0.4/projjson.schema.json\fP (\fIadded in 6.2\fP)
 .IP \(bu 2
-a compound CRS made from two object names separated with \(dq + \(dq. e.g. \(dqWGS 84 + EGM96 height\(dq (\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
 New in version 6.0.0.
@@ -181,7 +181,7 @@ third.
 Where \fIformat\fP is a printf format string to control the form of the output values.
 For inverse projections, the output will be in degrees when this option is
 employed. If a format is specified for inverse projection the output data
-will be in decimal degrees. The default format is \fB\(dq%.2f\(dq\fP for forward
+will be in decimal degrees. The default format is \fB"%.2f"\fP for forward
 projection and DMS for inverse.
 .UNINDENT
 .INDENT 0.0
@@ -211,7 +211,7 @@ New in version 8.0.0.
 .sp
 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 \(dqDenmark \- onshore\(dq) or a AUTHORITY:CODE (EPSG:3237)
+as a name (e.g "Denmark \- onshore") or a AUTHORITY:CODE (EPSG:3237)
 .sp
 This option is mutually exclusive with \fI\%\-\-bbox\fP\&.
 .UNINDENT
@@ -288,7 +288,7 @@ This option is mutually exclusive with \fI\%\-\-bbox\fP\&.
 New in version 9.1.
 
 .sp
-\(dqPromote\(dq 2D CRS(s) to their 3D version, where the vertical axis is the
+"Promote" 2D CRS(s) to their 3D version, where the vertical axis is the
 ellipsoidal height in metres, using the ellipsoid of the base geodetic CRS.
 Depending on PROJ versions and the exact nature of the CRS involved,
 especially before PROJ 9.1, a mix of 2D and 3D CRS could lead to 2D or 3D
@@ -352,7 +352,7 @@ The following script
 .nf
 .ft C
 cs2cs +proj=latlong +datum=NAD83 +to +proj=utm +zone=10 +datum=NAD27 \-r <<EOF
-45°15\(aq33.1\(dq 111.5W
+45°15\(aq33.1" 111.5W
 45d15.551666667N \-111d30
 +45.25919444444 111d30\(aq000w
 EOF
@@ -468,7 +468,7 @@ UTM Zone 31N/WGS 84 with WGS84 ellipsoidal height
 .sp
 .nf
 .ft C
-echo 45 2 0 | cs2cs \(dqWGS 84 + EGM96 height\(dq \(dqWGS 84 / UTM zone 31N\(dq \-\-3d
+echo 45 2 0 | cs2cs "WGS 84 + EGM96 height" "WGS 84 / UTM zone 31N" \-\-3d
 .ft P
 .fi
 .UNINDENT

man/man1/geod.1

@@ -27,7 +27,7 @@ level margin: \\n[rst2man-indent\\n[rst2man-indent-level]]
 .\" new: \\n[rst2man-indent\\n[rst2man-indent-level]]
 .in \\n[rst2man-indent\\n[rst2man-indent-level]]u
 ..
-.TH "GEOD" "1" "Mar 1, 2023" "9.2.0" "PROJ"
+.TH "GEOD" "1" "May 24, 2023" "9.2.1" "PROJ"
 .SH NAME
 geod \- Geodesic computations
 .SH SYNOPSIS
@@ -92,7 +92,7 @@ geographic coordinate values. The default mode is DMS.
 .TP
 .B \-F <format>
 Where \fIformat\fP is a printf format string to control the output form of the distance
-value. The default mode is \fB\(dq%.3f\(dq\fP\&.
+value. The default mode is \fB"%.3f"\fP\&.
 .UNINDENT
 .INDENT 0.0
 .TP
@@ -141,7 +141,7 @@ 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\(dq 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.
@@ -189,7 +189,7 @@ which gives the results:
 .sp
 .nf
 .ft C
-\-66d31\(aq50.141\(dq 75d39\(aq13.083\(dq 2587.504
+\-66d31\(aq50.141" 75d39\(aq13.083" 2587.504
 .ft P
 .fi
 .UNINDENT
@@ -206,7 +206,7 @@ and determine Portland\(aqs location by azimuth and distance:
 .nf
 .ft C
 geod +ellps=clrk66 +units=us\-mi <<EOF
-42d15\(aqN 71d07\(aqW \-66d31\(aq50.141\(dq 2587.504
+42d15\(aqN 71d07\(aqW \-66d31\(aq50.141" 2587.504
 EOF
 .ft P
 .fi
@@ -219,7 +219,7 @@ which gives:
 .sp
 .nf
 .ft C
-45d31\(aq0.003\(dqN 123d40\(aq59.985\(dqW 75d39\(aq13.094\(dq
+45d31\(aq0.003"N 123d40\(aq59.985"W 75d39\(aq13.094"
 .ft P
 .fi
 .UNINDENT

man/man1/gie.1

@@ -27,7 +27,7 @@ level margin: \\n[rst2man-indent\\n[rst2man-indent-level]]
 .\" new: \\n[rst2man-indent\\n[rst2man-indent-level]]
 .in \\n[rst2man-indent\\n[rst2man-indent-level]]u
 ..
-.TH "GIE" "1" "Mar 1, 2023" "9.2.0" "PROJ"
+.TH "GIE" "1" "May 24, 2023" "9.2.1" "PROJ"
 .SH NAME
 gie \- The Geospatial Integrity Investigation Environment
 .SH SYNOPSIS
@@ -343,7 +343,7 @@ expect 12 55 0 0
 .UNINDENT
 .UNINDENT
 .sp
-The default direction is \(dqforward\(dq.
+The default direction is "forward".
 .UNINDENT
 .INDENT 0.0
 .TP
@@ -458,7 +458,7 @@ end with the space character followed by backslash to mark the continuation.
 <gie\-strict>
 # This is a comment. The following line with multiple repeated characters too
 \-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-
-# A command on several lines must use \(dq \e\(dq continuation
+# A command on several lines must use " \e" continuation
 operation proj=hgridshift +grids=nzgd2kgrid0005.gsb \e
           ellps=GRS80
 tolerance 1 mm
@@ -474,8 +474,8 @@ expect    173                 \-45
 .UNINDENT
 .SH BACKGROUND
 .sp
-More importantly than being an acronym for \(dqGeospatial Integrity Investigation
-Environment\(dq, gie were also the initials, user id, and USGS email address of
+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
@@ -497,7 +497,7 @@ 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 (\(dqhuman compatible\(dq) as Gerald\(aqs key\-value system. This system in
+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

man/man1/proj.1

@@ -27,7 +27,7 @@ level margin: \\n[rst2man-indent\\n[rst2man-indent-level]]
 .\" new: \\n[rst2man-indent\\n[rst2man-indent-level]]
 .in \\n[rst2man-indent\\n[rst2man-indent-level]]u
 ..
-.TH "PROJ" "1" "Mar 1, 2023" "9.2.0" "PROJ"
+.TH "PROJ" "1" "May 24, 2023" "9.2.1" "PROJ"
 .SH NAME
 proj \- Cartographic projection filter
 .SH SYNOPSIS
@@ -163,7 +163,7 @@ reciprocal value of \fImult\fP is employed.
 .B \-f <format>
 Where \fIformat\fP is a printf format string to control the form of the output values.
 For inverse projections, the output will be in degrees when this option is
-employed. The default format is \fB\(dq%.2f\(dq\fP for forward projection and DMS for
+employed. The default format is \fB"%.2f"\fP for forward projection and DMS for
 inverse.
 .UNINDENT
 .INDENT 0.0
@@ -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\(dq 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
@@ -222,7 +222,7 @@ The following script
 .nf
 .ft C
 proj +proj=utm +lon_0=112w +ellps=clrk66 \-r <<EOF
-45d15\(aq33.1\(dq 111.5W
+45d15\(aq33.1" 111.5W
 45d15.551666667N \-111d30
 +45.25919444444 111d30\(aq000w
 EOF