diff options
| -rw-r--r-- | ChangeLog | 4 | ||||
| -rw-r--r-- | man/man1/cs2cs.1 | 6 | ||||
| -rw-r--r-- | man/man1/geod.1 | 8 | ||||
| -rw-r--r-- | man/man1/proj.1 | 11 | ||||
| -rw-r--r-- | man/man3/pj_init.3 | 2 |
5 files changed, 16 insertions, 15 deletions
@@ -1,4 +1,8 @@ 2015-02-21 Even Rouault <even.rouault@spatialys.com> + * man/man1/proj.1 man/man1/cs2cs.1 man/man1/geod.1 man/man3/pj_init.3: + fix various issues (#259) + +2015-02-21 Even Rouault <even.rouault@spatialys.com> * nad/Makefile.am: compatibility with proj-datumgrids-1.6RC1 (patch by sebastic, #249) diff --git a/man/man1/cs2cs.1 b/man/man1/cs2cs.1 index 016cc007..4968bb98 100644 --- a/man/man1/cs2cs.1 +++ b/man/man1/cs2cs.1 @@ -169,9 +169,9 @@ projected (cartesian) coordinates will be in linear (meter, feet) units. The following script .RS 5 \f(CWcs2cs +proj=latlong +datum=NAD83 - +to +proj=utm +zone=10 +datum=NAD27 -r <<EOF + +to +proj=utm +zone=10 +datum=NAD27 \-r <<EOF 45d15'33.1" 111.5W - 45d15.551666667N -111d30 + 45d15.551666667N \-111d30 +45.25919444444 111d30'000w EOF\fR .RE @@ -184,7 +184,7 @@ The x\-y output data will appear as three lines of: \f(CW1402285.99 5076292.42 0.000 .RE .SH SEE ALSO -.B proj(1U), +.B proj(1), .br .I "Cartographic Projection Procedures for the UNIX Environment\(emA User's Manual," (Evenden, 1990, Open-file report 90\-284). diff --git a/man/man1/geod.1 b/man/man1/geod.1 index 8ff59db2..81a12e14 100644 --- a/man/man1/geod.1 +++ b/man/man1/geod.1 @@ -34,7 +34,7 @@ file[s] (direct) and .I invgeod (inverse) -perform geodesic (\(``Great Circle\('') computations for determining +perform geodesic (\*(lqGreat Circle\*(rq) computations for determining latitude, longitude and back azimuth of a terminus point given a initial point latitude, longitude, azimuth and distance (direct) or the forward and back azimuths and distance between an initial and @@ -90,7 +90,7 @@ is employed the fields will be constant width with leading zeroes. .TP .B \-p This option causes the azimuthal values to be output as unsigned -DMS numbers between 0 and 360 degrees. Also note -f. +DMS numbers between 0 and 360 degrees. Also note \-f. .PP The .B +args @@ -174,7 +174,7 @@ and number of points to be determined. The following script determines the geodesic azimuths and distance in U.S. statute miles from Boston, MA, to Portland, OR: .RS 5 - \f(CWgeod +ellps=clrk66 <<EOF -I +units=us-mi + \f(CWgeod +ellps=clrk66 <<EOF \-I +units=us\-mi 42d15'N 71d07'W 45d31'N 123d41'W EOF\fR .RE @@ -190,7 +190,7 @@ An example of forward geodesic use is to use the Boston location and determine Portland's location by azimuth and distance: .RS 5 \f(CWgeod +ellps=clrk66 <<EOF +units=us-mi - 42d15'N 71d07'W -66d31'50.141" 2587.504 + 42d15'N 71d07'W \-66d31'50.141" 2587.504 EOF\fR .RE which gives: diff --git a/man/man1/proj.1 b/man/man1/proj.1 index e5547455..4b772866 100644 --- a/man/man1/proj.1 +++ b/man/man1/proj.1 @@ -202,7 +202,7 @@ is an integer number specifying the power of 10 precision of the approximation. For example, a .I res -of -3 specifies an approximation with an accuracy better than .001. +of \-3 specifies an approximation with an accuracy better than .001. .I Umax, and .I vmax @@ -256,9 +256,9 @@ with trailing, zero-valued minute-second fields deleted. .SH EXAMPLE The following script .RS 5 - \f(CWproj +proj=utm +lon_0=112w +ellps=clrk66 -r <<EOF + \f(CWproj +proj=utm +lon_0=112w +ellps=clrk66 \-r <<EOF 45d15'33.1" 111.5W - 45d15.551666667N -111d30 + 45d15.551666667N \-111d30 +45.25919444444 111d30'000w EOF\fR .RE @@ -278,14 +278,11 @@ projection coordinates within one datum. The \fIcs2cs\fR program operates similarly, but allows translation between any pair of definable coordinate systems, including support for datum translation. -.PP -The \fInad2nad\fR program provides for translation between NAD27 and NAD83 -(also available in \fRcs2cs\fI) in a convenient manner. .PP The \fIgeod\fR program provides the ability to compute geodesic (Great Circle) computations. .SH SEE ALSO -.B cs2cs(1U), nad2nad(1U), geod(1U), pj_init(3U), +.B cs2cs(1), geod(1), pj_init(3), .br .I "Cartographic Projection Procedures for the UNIX Environment\(emA User's Manual," (Evenden, 1990, Open-file report 90\-284). diff --git a/man/man3/pj_init.3 b/man/man3/pj_init.3 index 7bc3fee5..3c2951de 100644 --- a/man/man3/pj_init.3 +++ b/man/man3/pj_init.3 @@ -103,7 +103,7 @@ main(int argc, char **argv) { .SH LIBRARY libproj.a \- library of projections and support procedures .SH SEE ALSO -.B http://proj.osgeo.org/ProjAPI, proj(1U), +.B http://proj.osgeo.org/ProjAPI, proj(1), .br .I "Cartographic Projection Procedures for the UNIX Environment\(emA User's Manual," (Evenden, 1990, Open-file report 90\-284). |