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| author | Kristian Evers <kristianevers@gmail.com> | 2018-03-18 22:10:26 +0100 |
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| committer | Kristian Evers <kristianevers@gmail.com> | 2018-03-18 22:10:26 +0100 |
| commit | 5c6e6f5c5ddac0948bca31406d13265fec286254 (patch) | |
| tree | 9061bc85e3c3757752f967d4d8934d66f457e800 /man/man1/cs2cs.1 | |
| parent | b6e2a23585b599910cf7f3f000beab5ecd74ad31 (diff) | |
| download | PROJ-5c6e6f5c5ddac0948bca31406d13265fec286254.tar.gz PROJ-5c6e6f5c5ddac0948bca31406d13265fec286254.zip | |
Update man-pages from Sphinx-docs
Diffstat (limited to 'man/man1/cs2cs.1')
| -rw-r--r-- | man/man1/cs2cs.1 | 377 |
1 files changed, 196 insertions, 181 deletions
diff --git a/man/man1/cs2cs.1 b/man/man1/cs2cs.1 index 27ecd1b8..1f334911 100644 --- a/man/man1/cs2cs.1 +++ b/man/man1/cs2cs.1 @@ -1,205 +1,220 @@ -.\" release 5 -.\" -.ad b -.hy 1 -.TH CS2CS 1 "2018/02/15 Rel. 5.0.0" +.\" Man page generated from reStructuredText. +. +.TH "CS2CS" "1" "Mar 18, 2018" "5.0.0" "PROJ.4" .SH NAME -cs2cs \- cartographic coordinate system filter +cs2cs \- Cartographic coordinate system filter +. +.nr rst2man-indent-level 0 +. +.de1 rstReportMargin +\\$1 \\n[an-margin] +level \\n[rst2man-indent-level] +level margin: \\n[rst2man-indent\\n[rst2man-indent-level]] +- +\\n[rst2man-indent0] +\\n[rst2man-indent1] +\\n[rst2man-indent2] +.. +.de1 INDENT +.\" .rstReportMargin pre: +. RS \\$1 +. nr rst2man-indent\\n[rst2man-indent-level] \\n[an-margin] +. nr rst2man-indent-level +1 +.\" .rstReportMargin post: +.. +.de UNINDENT +. RE +.\" indent \\n[an-margin] +.\" old: \\n[rst2man-indent\\n[rst2man-indent-level]] +.nr rst2man-indent-level -1 +.\" new: \\n[rst2man-indent\\n[rst2man-indent-level]] +.in \\n[rst2man-indent\\n[rst2man-indent-level]]u +.. .SH SYNOPSIS -.B cs2cs -[ -.B \-eEfIlrstvwW -[ -.I args -] ] [ -.B +opts[=arg] -] -.br - [ \fB+to\fR [\fB+opts\fR[\fB=arg\fR]] ] -file[s] +.INDENT 0.0 +.INDENT 3.5 +\fBcs2cs\fP [ \fB\-eEfIlrstvwW\fP [ args ] ] [ \fI+opts[=arg]\fP ] [ +to [\fI+opts[=arg]\fP] ] file[s] +.UNINDENT +.UNINDENT .SH DESCRIPTION -.I Cs2cs -performs transformation between the source and destination cartographic -coordinate system on a set of input points. The coordinate system -transformation can include translation between projected and geographic -coordinates as well as the application of datum shifts. -.PP -The following control parameters can appear in any order: +.sp +\fBcs2cs\fP performs transformation between the source and destination +cartographic coordinate system on a set of input points. The coordinate +system transformation can include translation between projected and +geographic coordinates as well as the application of datum shifts. +.sp +The following control parameters can appear in any order: +.INDENT 0.0 .TP -.BI \-I -method to specify inverse translation, convert from \fB+to\fR coordinate -system to the primary coordinate system defined. +.B \-I +method to specify inverse translation, convert from \fI+to\fP coordinate system to +the primary coordinate system defined. +.UNINDENT +.INDENT 0.0 .TP -.BI \-t "a" -.I A -specifies a character employed as the first character to denote -a control line to be passed through without processing. -This option applicable to ascii input only. -(# is the default value). +.B \-t<a> +A specifies a character employed as the first character to denote a control +line to be passed through without processing. This option applicable to +ascii input only. (# is the default value). +.UNINDENT +.INDENT 0.0 .TP -.BI \-e " string" -.I String -is an arbitrary string to be output if an error is detected during -data transformations. -The default value is: *\et*. -Note that if the -.B \-b, -.B \-i -or -.B \-o -options are employed, an error is returned as HUGE_VAL -value for both return values. +.B \-e <string> +String is an arbitrary string to be output if an error is detected during +data transformations. The default value is: \fIt\fP\&. Note that if the \-b, \-i +or \-o options are employed, an error is returned as HUGE_VAL value for both +return values. +.UNINDENT +.INDENT 0.0 .TP -.BI \-E -causes the input coordinates to be copied to the output line -prior to printing the converted values. +.B \-E +causes the input coordinates to be copied to the output line prior to +printing the converted values. +.UNINDENT +.INDENT 0.0 +.TP +.B \-l<[=id]> +List projection identifiers that can be selected with \fI+proj\fP\&. \fBcs2cs \-l=id\fP +gives expanded description of projection id, e.g. \fBcs2cs \-l=merc\fP\&. +.UNINDENT +.INDENT 0.0 .TP -.BI \-l "[p|P|=|e|u|d]" id -List projection identifiers with -.B \-l, .B \-lp -or -.B \-lP (expanded) -that can be selected with -.B +proj. -.BI \-l= id -gives expanded description of projection -.I id. -List ellipsoid identifiers with -.B \-le, -that can be selected with -.B +ellps, +List of all projection id that can be used with the \fI+proj\fP parameter. +Equivalent to \fBcs2cs \-l\fP\&. +.UNINDENT +.INDENT 0.0 +.TP +.B \-lP +Expanded description of all projections that can be used with the \fI+proj\fP +parameter. +.UNINDENT +.INDENT 0.0 +.TP +.B \-le +List of all ellipsoids that can be selected with the \fI+ellps\fP parameters. +.UNINDENT +.INDENT 0.0 +.TP .B \-lu -list of cartesian to meter conversion factors -that can be selected with -.B +units -or +List of all distance units that can be selected with the \fI+units\fP parameter. +.UNINDENT +.INDENT 0.0 +.TP .B \-ld -list of datums that can be selected with -.B +datum. +List of datums that can be selected with the \fI+datum\fP parameter. +.UNINDENT +.INDENT 0.0 .TP -.BI \-r -This options reverses the order of the -expected input from longitude-latitude or x-y to latitude-longitude or y-x. +.B \-r +This options reverses the order of the expected input from +longitude\-latitude or x\-y to latitude\-longitude or y\-x. +.UNINDENT +.INDENT 0.0 .TP -.BI \-s -This options reverses the order of the -output from x-y or longitude-latitude to y-x or latitude-longitude. +.B \-s +This options reverses the order of the output from x\-y or longitude\-latitude +to y\-x or latitude\-longitude. +.UNINDENT +.INDENT 0.0 .TP -.BI \-f " format" -.I Format -is a -.I 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 "%.2f" for forward projection and DMS -for inverse. +.B \-f <format> +Format 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 deci\- mal degrees. The default format is â%.2fâ for forward +projection and DMS for inverse. +.UNINDENT +.INDENT 0.0 .TP -.BI \-[w|W] n -.I N -is the number of significant fractional digits to employ for -seconds output (when the option is not specified, -.B \-w3 -is assumed). -When -.B \-W -is employed the fields will be constant width and with leading zeroes. +.B \-[w|W]<n> +N is the number of significant fractional digits to employ for seconds +output (when the option is not specified, \-w3 is assumed). When \-W is +employed the fields will be constant width and with leading zeroes. +.UNINDENT +.INDENT 0.0 .TP .B \-v -causes a listing of cartographic control parameters tested for and -used by the program to be printed prior to input data. -.PP -The -.B +args -run-line arguments are associated with cartographic parameters -and usage varies with projection and for a complete description see -.I "Cartographic Projection Procedures for the UNIX Environment\(emA User's Manual" -and supplementary documentation for Release 4. -.PP -The \fIcs2cs\fR program requires two coordinate system definitions. The -first (or primary is defined based on all projection parameters not -appearing after the \fB+to\fR argument. All projection parameters -appearing after the \fB+to\fR argument are considered the definition -of the second coordinate system. If there is no second coordinate system -defined, a geographic coordinate system based on the datum and ellipsoid of -the source coordinate system is assumed. Note that the source and destination -coordinate system can both be projections, both be geographic, or one of -each and may have the same or different datums. -.PP -Additional projection control parameters may be contained in two -auxiliary control files: -the first is optionally referenced with the -.BI +init= file:id -and the second is always processed after the name -of the projection has been established from either the run-line -or the contents of -.B +init -file. -The environment parameter -.B PROJ_LIB -establishes the default directory for a file reference without -an absolute path. This is also used for supporting files like -datum shift files. -.PP -One or more -.I files -(processed in left to right order) -specify the source of data to be transformed. -A \- will specify the location of processing standard input. -If no files are specified, the input is assumed to be from -.I stdin. -For input data the two data values must be in the -first two white space separated fields and -when both input and output are ASCII all trailing portions +causes a listing of cartographic control parameters tested for and used by +the program to be printed prior to input data. +.UNINDENT +.sp +The \fI+args\fP run\-line arguments are associated with cartographic +parameters. +.sp +The \fBcs2cs\fP program requires two coordinate system definitions. The first (or +primary is defined based on all projection parameters not appearing after the +\fI+to\fP argument. All projection parameters appearing after the \fI+to\fP argument +are considered the definition of the second coordinate system. If there is no +second coordinate system defined, a geographic coordinate system based on the +datum and ellipsoid of the source coordinate system is assumed. Note that the +source and destination coordinate system can both be projections, both be +geographic, or one of each and may have the same or different datums. +.sp +Additional projection control parameters may be contained in two auxiliary +control files: the first is optionally referenced with the +\fI+init=file:id\fP and the second is always processed after the name of the +projection has been established from either the run\-line or the contents of +\fI+init\fP file. The environment parameter PROJ_LIB establishes the default +directory for a file reference without an absolute path. This is also used +for supporting files like datum shift files. +.sp +One or more files (processed in left to right order) specify the source of +data to be transformed. A \fB\-\fP will specify the location of processing standard +input. If no files are specified, the input is assumed to be from stdin. +For input data the two data values must be in the first two white space +separated fields and when both input and output are ASCII all trailing portions of the input line are appended to the output line. -.PP -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 normally be in DMS format (use -.B \-f %.12f -for decimal degrees with 12 decimal places), while -projected (cartesian) coordinates will be in linear (meter, feet) units. - +.sp +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 +normally be in DMS format (use \fB\-f %.12f\fP for decimal degrees with 12 decimal +places), while projected (cartesian) coordinates will be in linear +(meter, feet) units. .SH EXAMPLE +.sp The following script -.RS 5 - \f(CWcs2cs +proj=latlong +datum=NAD83 - +to +proj=utm +zone=10 +datum=NAD27 \-r <<EOF - 45d15'33.1" 111.5W - 45d15.551666667N \-111d30 - +45.25919444444 111d30'000w - EOF\fR -.RE -will transform the input NAD83 geographic coordinates into NAD27 coordinates -in the UTM projection with zone 10 selected. -The geographic values of this example are equivalent and meant -as examples of various forms of DMS input. +.INDENT 0.0 +.INDENT 3.5 +.sp +.nf +.ft C +cs2cs +proj=latlong +datum=NAD83 +to +proj=utm +zone=10 +datum=NAD27 \-r +<<EOF 45d15\(aq33.1" 111.5W 45d15.551666667N \-111d30 +45.25919444444 +111d30\(aq000w EOF +.ft P +.fi +.UNINDENT +.UNINDENT +.sp +will transform the input NAD83 geographic coordinates into NAD27 coordinates in +the UTM projection with zone 10 selected. The geographic values of this +example are equivalent and meant as examples of various forms of DMS input. The x\-y output data will appear as three lines of: -.RS 5 - \f(CW1402285.99 5076292.42 0.000 -.RE +.INDENT 0.0 +.INDENT 3.5 +.sp +.nf +.ft C +1402285.99 5076292.42 0.000 +.ft P +.fi +.UNINDENT +.UNINDENT .SH SEE ALSO -.B proj(1), -.br -.I "Cartographic Projection Procedures for the UNIX Environment\(emA User's Manual," -(Evenden, 1990, Open-file report 90\-284). -.br -.I "Map Projections Used by the U. S. Geological Survey" -(Snyder, 1984, -USGS Bulletin 1532). -.br -.I "Map Projections\(emA Working Manual" -(Snyder, 1988, USGS Prof. Paper 1395). -.br -.I "An Album of Map Projections" -(Snyder & Voxland, 1989, USGS Prof. Paper 1453). +.sp +\fBproj(1)\fP, \fBcct(1)\fP, \fBgeod(1)\fP, \fBgie(1)\fP .SH BUGS -A list of known bugs can found at https://github.com/OSGeo/proj.4/issues -where new bug reports can be submitted too. +.sp +A list of know bugs can be found at \fI\%http://github.com/OSGeo/proj.4/issues\fP +where new bug reports can be submitted to. .SH HOME PAGE -http://proj4.org/ +.sp +\fI\%http://proj4.org/\fP +.SH AUTHOR +Frank Warmerdam +.SH COPYRIGHT +1983-2018 +.\" Generated by docutils manpage writer. +. |
