[DebianGIS-dev] r1074 - in packages/geotiff/libgeotiff/branches/upstream/current: . bin csv libxtiff
frankie at alioth.debian.org
frankie at alioth.debian.org
Wed Sep 19 08:45:42 UTC 2007
Author: frankie
Date: 2007-09-19 08:45:41 +0000 (Wed, 19 Sep 2007)
New Revision: 1074
Added:
packages/geotiff/libgeotiff/branches/upstream/current/csv/pcs.override.csv
Modified:
packages/geotiff/libgeotiff/branches/upstream/current/ChangeLog
packages/geotiff/libgeotiff/branches/upstream/current/Makefile.in
packages/geotiff/libgeotiff/branches/upstream/current/README
packages/geotiff/libgeotiff/branches/upstream/current/bin/Makefile.in
packages/geotiff/libgeotiff/branches/upstream/current/bin/listgeo.c
packages/geotiff/libgeotiff/branches/upstream/current/bin/makegeo.c
packages/geotiff/libgeotiff/branches/upstream/current/configure
packages/geotiff/libgeotiff/branches/upstream/current/configure.in
packages/geotiff/libgeotiff/branches/upstream/current/cpl_csv_incode.c
packages/geotiff/libgeotiff/branches/upstream/current/csv/build_pcs.py
packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_axis.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_operation.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_operation_method.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_operation_parameter_value.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_operation_path.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_reference_system.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_system.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/datum.c
packages/geotiff/libgeotiff/branches/upstream/current/csv/datum.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/ellipsoid.c
packages/geotiff/libgeotiff/branches/upstream/current/csv/ellipsoid.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/gcs.c
packages/geotiff/libgeotiff/branches/upstream/current/csv/gcs.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/gcs.override.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/pcs.c
packages/geotiff/libgeotiff/branches/upstream/current/csv/pcs.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/projop_wparm.c
packages/geotiff/libgeotiff/branches/upstream/current/csv/projop_wparm.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/unit_of_measure.c
packages/geotiff/libgeotiff/branches/upstream/current/csv/unit_of_measure.csv
packages/geotiff/libgeotiff/branches/upstream/current/geo_new.c
packages/geotiff/libgeotiff/branches/upstream/current/geo_normalize.c
packages/geotiff/libgeotiff/branches/upstream/current/geotiff.h
packages/geotiff/libgeotiff/branches/upstream/current/geotiff_proj4.c
packages/geotiff/libgeotiff/branches/upstream/current/libxtiff/xtiff.c
packages/geotiff/libgeotiff/branches/upstream/current/libxtiff/xtiffio.h
packages/geotiff/libgeotiff/branches/upstream/current/mkdist.sh
Log:
[svn-upgrade] Integrating new upstream version, libgeotiff (1.2.4)
Modified: packages/geotiff/libgeotiff/branches/upstream/current/ChangeLog
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/ChangeLog 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/ChangeLog 2007-09-19 08:45:41 UTC (rev 1074)
@@ -1,6 +1,72 @@
+2007-07-28 Frank Warmerdam <warmerdam at pobox.com>
+
+ * Issue libgeotiff 1.2.4 release.
+
+ * geo_normalize.c: Fix name for GCS_WGS_72 per gdal bug #1715.
+
+2007-07-20 Frank Warmerdam <warmerdam at pobox.com>
+
+ * csv/*.csv,*.c: Upgrade to EPSG 6.13. Avoid applying pcs.override.csv
+ and gcs.override.csv to pcs.csv and gcs.csv as this sort of dataset
+ change is discouraged by the EPSG folks.
+
+ * geo_normalize.c: Pre-search pcs.override.csv and gcs.override.csv.
+
+ * cpl_csv_incode.c: Handle unexpected .csv files, and missing
+ records more gracefully.
+
+2007-06-05 Frank Warmerdam <warmerdam at pobox.com>
+
+ * Modified GTIFGetUOMLengthInfo() (for normalization) to have
+ built in known values for foot and us survey foot.
+
+2007-03-13 Frank Warmerdam <warmerdam at pobox.com>
+
+ * geotiff_proj4.c, geo_normalize.c: Added support for new zealand
+ map grid per http://bugzilla.remotesensing.org/show_bug.cgi?id=1519
+
+2007-02-04 Frank Warmerdam <warmerdam at pobox.com>
+
+ * Makefile.in: Fix Progs dependency so parallel makes work properly.
+ http://bugzilla.remotesensing.org/show_bug.cgi?id=1475
+
+2006-12-18 Frank Warmerdam <warmerdam at pobox.com>
+
+ * bin/listgeo.c: Don't report hemispheres *and* signs when using -d.
+
+2006-11-11 Frank Warmerdam <warmerdam at pobox.com>
+
+ * xtiff.c, xtiffio.h: Made XTIFFInitialize() public so that
+ applications can call it themselves when using alternate opens.
+ http://bugzilla.remotesensing.org/show_bug.cgi?id=1296
+
+2006-10-18 Frank Warmerdam <warmerdam at pobox.com>
+
+ * Upgraded csv files to EPSG 6.11.1.
+
+2006-10-13 Frank Warmerdam <warmerdam at pobox.com>
+
+ * Makefile.in: Avoid running configure or autoconf automatically.
+ It is nothing but heartache.
+
+2006-07-20 Frank Warmerdam <warmerdam at pobox.com>
+
+ * bin/Makefile.in: Fix prefix handling.
+ http://bugzilla.remotesensing.org/show_bug.cgi?id=1245
+
+2006-06-26 Frank Warmerdam <warmerdam at pobox.com>
+
+ * geo_new.c: If the ascii parameters list is too short for the declared
+ size of an ascii parameter, but it doesn't start off the end of the
+ available string then just trim the length. This is to make the
+ ESRI sample data file 34105h2.tif work properly. I wish we had
+ a way of issuing warnings!
+
+==============================================================================
+
2006-03-02 Frank Warmerdam <warmerdam at pobox.com>
- * Issuing libgeotif 1.2.2 release.
+ * Issuing libgeotif 1.2.3 release.
2005-08-16 Frank Warmerdam <warmerdam at pobox.com>
Modified: packages/geotiff/libgeotiff/branches/upstream/current/Makefile.in
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/Makefile.in 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/Makefile.in 2007-09-19 08:45:41 UTC (rev 1074)
@@ -104,7 +104,7 @@
rm -f libgeotiff.$(SO_EXT)
${LN} $(GEOTIFF_SO) libgeotiff.$(SO_EXT)
-Progs:
+Progs: $(GEOTIFF_SO)
${CD} ${BIN};\
${MAKE}
@@ -172,9 +172,6 @@
rm -rf config.log config.status config.cache geo_config.h
rm -f Makefile
-config.status: configure
- ./configure
-
geo_config.h: geo_config.h.in config.status
./config.status
touch geo_config.h
@@ -189,9 +186,6 @@
cp docs/*.html ../../geotiff-ht; \
fi
-configure: configure.in aclocal.m4
- autoconf
-
install:
$(INSTALL) -d $(DESTDIR)$(libdir)
$(INSTALL) libgeotiff.a $(GEOTIFF_IMP) $(DESTDIR)${libdir}
Modified: packages/geotiff/libgeotiff/branches/upstream/current/README
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/README 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/README 2007-09-19 08:45:41 UTC (rev 1074)
@@ -82,12 +82,12 @@
% make
o If you want to use EPSG tables compiled into the code, use the
- --with-incode-epsg configure switch. It will make the library and
+ --enable-incode-epsg configure switch. It will make the library and
resulting executables substantially larger (~600K), but will avoid any
configuration issues with finding the .csv files.
% rm config.status
- % ./configure --with-incode-epsg
+ % ./configure --enable-incode-epsg
% make clean
% make
Modified: packages/geotiff/libgeotiff/branches/upstream/current/bin/Makefile.in
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/bin/Makefile.in 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/bin/Makefile.in 2007-09-19 08:45:41 UTC (rev 1074)
@@ -20,8 +20,8 @@
EXEEXT=@EXEEXT@
-prefix = /usr/local
-libdir = ${prefix}/lib
+prefix = @prefix@
+libdir = @libdir@
PROGS=${BIN}/makegeo$(EXEEXT) ${BIN}/listgeo$(EXEEXT) ${BIN}/geotifcp$(EXEEXT)
Modified: packages/geotiff/libgeotiff/branches/upstream/current/bin/listgeo.c
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/bin/listgeo.c 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/bin/listgeo.c 2007-09-19 08:45:41 UTC (rev 1074)
@@ -153,30 +153,6 @@
return( szPath );
}
-const char *GTIFDecToDDec( double dfAngle, const char * pszAxis,
- int nPrecision )
-
-{
- char szFormat[30];
- static char szBuffer[50];
- const char *pszHemisphere = NULL;
-
- if( EQUAL(pszAxis,"Long") && dfAngle < 0.0 )
- pszHemisphere = "W";
- else if( EQUAL(pszAxis,"Long") )
- pszHemisphere = "E";
- else if( dfAngle < 0.0 )
- pszHemisphere = "S";
- else
- pszHemisphere = "N";
-
- sprintf( szFormat, "%%%d.%df%s",
- nPrecision+5, nPrecision, pszHemisphere );
- sprintf( szBuffer, szFormat, dfAngle );
-
- return( szBuffer );
-}
-
/*
* Report the file(s) corner coordinates in projected coordinates, and
* if possible lat/long.
@@ -202,8 +178,8 @@
{
if (dec_flag)
{
- fprintf( fp_out, "(%s,", GTIFDecToDDec( x, "Long", 7 ) );
- fprintf( fp_out, "%s)\n", GTIFDecToDDec( y, "Lat", 7 ) );
+ fprintf( fp_out, "(%.7f,", x );
+ fprintf( fp_out, "%.7f)\n", y );
}
else
{
@@ -219,8 +195,8 @@
{
if (dec_flag)
{
- fprintf( fp_out, " (%s,", GTIFDecToDDec( x, "Long", 7 ) );
- fprintf( fp_out, "%s)", GTIFDecToDDec( y, "Lat", 7 ) );
+ fprintf( fp_out, " (%.7f,", x );
+ fprintf( fp_out, "%.7f)", y );
}
else
{
Modified: packages/geotiff/libgeotiff/branches/upstream/current/bin/makegeo.c
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/bin/makegeo.c 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/bin/makegeo.c 2007-09-19 08:45:41 UTC (rev 1074)
@@ -12,6 +12,7 @@
#include "geotiffio.h"
#include "xtiffio.h"
#include <stdlib.h>
+#include <string.h>
void SetUpTIFFDirectory(TIFF *tif);
void SetUpGeoKeys(GTIF *gtif);
@@ -20,7 +21,7 @@
#define WIDTH 20L
#define HEIGHT 20L
-void main()
+int main()
{
char *fname = "newgeo.tif";
TIFF *tif=(TIFF*)0; /* TIFF-level descriptor */
@@ -43,13 +44,13 @@
GTIFWriteKeys(gtif);
GTIFFree(gtif);
XTIFFClose(tif);
- exit (0);
+ return 0;
failure:
printf("failure in makegeo\n");
if (tif) TIFFClose(tif);
if (gtif) GTIFFree(gtif);
- exit (-1);
+ return -1;
}
Modified: packages/geotiff/libgeotiff/branches/upstream/current/configure
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/configure 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/configure 2007-09-19 08:45:41 UTC (rev 1074)
@@ -956,7 +956,7 @@
else
echo "$as_me: WARNING: no configuration information is in $ac_dir" >&2
fi
- cd $ac_popdir
+ cd "$ac_popdir"
done
fi
@@ -1415,7 +1415,7 @@
VERSION_MAJOR=1
VERSION_MINOR=2
-VERSION_POINT=3
+VERSION_POINT=4
VERSION_MAJOR=$VERSION_MAJOR
VERSION_MINOR=$VERSION_MINOR
@@ -1991,8 +1991,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -2050,8 +2049,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -2167,8 +2165,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -2222,8 +2219,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -2268,8 +2264,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -2313,8 +2308,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -2780,8 +2774,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3101,8 +3094,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3272,8 +3264,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3342,8 +3333,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3507,8 +3497,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3576,8 +3565,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3758,8 +3746,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3863,8 +3850,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3941,8 +3927,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -4023,8 +4008,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -4104,8 +4088,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -4243,8 +4226,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -4312,8 +4294,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -5276,11 +5257,6 @@
*) ac_INSTALL=$ac_top_builddir$INSTALL ;;
esac
- if test x"$ac_file" != x-; then
- { echo "$as_me:$LINENO: creating $ac_file" >&5
-echo "$as_me: creating $ac_file" >&6;}
- rm -f "$ac_file"
- fi
# Let's still pretend it is `configure' which instantiates (i.e., don't
# use $as_me), people would be surprised to read:
# /* config.h. Generated by config.status. */
@@ -5319,6 +5295,12 @@
fi;;
esac
done` || { (exit 1); exit 1; }
+
+ if test x"$ac_file" != x-; then
+ { echo "$as_me:$LINENO: creating $ac_file" >&5
+echo "$as_me: creating $ac_file" >&6;}
+ rm -f "$ac_file"
+ fi
_ACEOF
cat >>$CONFIG_STATUS <<_ACEOF
sed "$ac_vpsub
Modified: packages/geotiff/libgeotiff/branches/upstream/current/configure.in
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/configure.in 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/configure.in 2007-09-19 08:45:41 UTC (rev 1074)
@@ -6,7 +6,7 @@
VERSION_MAJOR=1
VERSION_MINOR=2
-VERSION_POINT=3
+VERSION_POINT=4
AC_SUBST(VERSION_MAJOR,$VERSION_MAJOR)
AC_SUBST(VERSION_MINOR,$VERSION_MINOR)
AC_SUBST(VERSION_POINT,$VERSION_POINT)
Modified: packages/geotiff/libgeotiff/branches/upstream/current/cpl_csv_incode.c
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/cpl_csv_incode.c 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/cpl_csv_incode.c 2007-09-19 08:45:41 UTC (rev 1074)
@@ -1,5 +1,5 @@
/**********************************************************************
- * $Id: cpl_csv_incode.c,v 1.7 2004/03/23 18:21:56 warmerda Exp $
+ * $Id: cpl_csv_incode.c,v 1.8 2007/07/20 18:08:29 fwarmerdam Exp $
*
* Name: cpl_struct.c
* Project: libgeotiff
@@ -29,6 +29,9 @@
******************************************************************************
*
* $Log: cpl_csv_incode.c,v $
+ * Revision 1.8 2007/07/20 18:08:29 fwarmerdam
+ * Handle unexpected .csv files, and missing records more gracefully.
+ *
* Revision 1.7 2004/03/23 18:21:56 warmerda
* Added CSVReadParseLine() stub
*
@@ -151,11 +154,15 @@
CSVCompareCriteria eCriteria )
{
datafile_t *csvfile;
- int row, col;
+ int row, col, iFile;
+ iFile = __CSVGetFileId(pszFilename);
+ if( iFile == -1 )
+ return NULL;
+
col = CSVGetFileFieldId(pszFilename, pszKeyFieldName);
- csvfile = (datafile_t *)&files[__CSVGetFileId(pszFilename)];
+ csvfile = (datafile_t *)&files[iFile];
for (row = 1; ((csvfile->rows[row] != 0) && (csvfile->rows[row][col] != 0));
row++) {
if (CSVCompare(csvfile->rows[row][col], pszValue, eCriteria))
@@ -168,9 +175,13 @@
int CSVGetFileFieldId( const char * pszFilename, const char * pszFieldName)
{
datafile_t *csvfile;
- int i;
+ int i, iFile;
- csvfile = (datafile_t *)&files[__CSVGetFileId(pszFilename)];
+ iFile = __CSVGetFileId(pszFilename);
+ if( iFile == -1 )
+ return -1;
+
+ csvfile = (datafile_t *)&files[iFile];
if (!strncmp(csvfile->name,pszFilename,(strlen(pszFilename)-4)))
{
for (i = 0; csvfile->rows[0][i]; i++)
@@ -194,12 +205,12 @@
pszKeyFieldValue, CC_Integer );
if( papszRecord == NULL )
- return NULL;
+ return "";
iField = CSVGetFileFieldId(pszFilename, pszTargetField);
if( iField == -1 )
- return NULL;
+ return "";
else
return (papszRecord[iField]);
}
Modified: packages/geotiff/libgeotiff/branches/upstream/current/csv/build_pcs.py
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/csv/build_pcs.py 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/csv/build_pcs.py 2007-09-19 08:45:41 UTC (rev 1074)
@@ -1,6 +1,6 @@
#!/usr/bin/env python
#******************************************************************************
-# $Id: build_pcs.py,v 1.5 2004/05/04 00:29:31 warmerda Exp $
+# $Id: build_pcs.py,v 1.8 2007/07/20 18:28:43 fwarmerdam Exp $
#
# Project: GDAL
# Purpose: Build the epsg_pcs.csv table with the minimum information
@@ -29,6 +29,15 @@
#******************************************************************************
#
# $Log: build_pcs.py,v $
+# Revision 1.8 2007/07/20 18:28:43 fwarmerdam
+# disable application of gcs.override.csv and pcs.override.csv
+#
+# Revision 1.7 2006/04/21 04:27:24 fwarmerdam
+# added pcs.override support
+#
+# Revision 1.6 2006/04/21 04:00:20 fwarmerdam
+# added SHOW_CRS and DEPRECATED to pcs.csv and gcs.csv
+#
# Revision 1.5 2004/05/04 00:29:31 warmerda
# added gcs.override.csv support
#
@@ -89,6 +98,12 @@
print '%d PCS and %d GCS coordinate systems to process.' % (len(pcs_keys), len(gcs_keys))
##############################################################################
+# Read PCS Override table for manually assigned transformations.
+
+pcs_override_table = csv_tools.CSVTable()
+pcs_override_table.read_from_csv( 'pcs.override.csv' )
+
+##############################################################################
# Setup PCS table fields.
pcs_table = csv_tools.CSVTable()
@@ -98,6 +113,8 @@
pcs_table.add_field('SOURCE_GEOGCRS_CODE') # GCS #
pcs_table.add_field('COORD_OP_CODE') # same asPROJECTION_CONV_CODE
pcs_table.add_field('COORD_OP_METHOD_CODE') # ie. 9807=Transvere Mercator
+pcs_table.add_field('SHOW_CRS') # 0=false, 1=true
+pcs_table.add_field('DEPRECATED') # 0=false, 1=true
max_parms = 7
for i in range(max_parms):
@@ -109,11 +126,26 @@
# Populate PCS table.Setup PCS table fields.
for key in pcs_keys:
+
+ """
+ try:
+ o_rec = pcs_override_table.get_record( key )
+
+ print 'PCS %d overridden from pcs.override.csv file' % key
+ pcs_table.add_record( key, o_rec )
+ continue
+ except:
+ pass
+ """
+
crs_rec = crs.get_record( key )
pcs_rec = {}
pcs_rec['COORD_REF_SYS_CODE'] = crs_rec['COORD_REF_SYS_CODE']
pcs_rec['COORD_REF_SYS_NAME'] = crs_rec['COORD_REF_SYS_NAME']
pcs_rec['SOURCE_GEOGCRS_CODE'] = crs_rec['SOURCE_GEOGCRS_CODE']
+ pcs_rec['SHOW_CRS'] = crs_rec['SHOW_CRS']
+ pcs_rec['DEPRECATED'] = crs_rec['DEPRECATED']
+
if len(pcs_rec['SOURCE_GEOGCRS_CODE']) == 0:
print 'GEOGCRS missing for %s/%s' % (crs_rec['COORD_REF_SYS_CODE'],
crs_rec['COORD_REF_SYS_NAME'])
@@ -223,6 +255,7 @@
if to_wgs84_ops.has_key(source_crs):
if to_wgs84_ops[source_crs] is not None:
print 'GCS %d has multiple ways to WGS84.' % source_crs
+ print to_wgs84_ops[source_crs], key
to_wgs84_ops[source_crs] = None
else:
to_wgs84_ops[source_crs] = key
@@ -251,6 +284,8 @@
gcs_table.add_field('UOM_CODE') # Angular units for GCS.
gcs_table.add_field('ELLIPSOID_CODE') #
gcs_table.add_field('PRIME_MERIDIAN_CODE') #
+gcs_table.add_field('SHOW_CRS') # 0=false, 1=true
+gcs_table.add_field('DEPRECATED') # 0=false, 1=true
gcs_table.add_field('COORD_OP_METHOD_CODE') #
gcs_table.add_field('DX') # +towgs84 parameters.
gcs_table.add_field('DY')
@@ -265,6 +300,7 @@
for key in gcs_keys:
+ """
try:
o_rec = gcs_override_table.get_record( key )
@@ -273,12 +309,15 @@
continue
except:
pass
-
+ """
+
crs_rec = crs.get_record( key )
gcs_rec = {}
gcs_rec['COORD_REF_SYS_CODE'] = crs_rec['COORD_REF_SYS_CODE']
gcs_rec['COORD_REF_SYS_NAME'] = crs_rec['COORD_REF_SYS_NAME']
gcs_rec['DATUM_CODE'] = crs_rec['DATUM_CODE']
+ gcs_rec['SHOW_CRS'] = crs_rec['SHOW_CRS']
+ gcs_rec['DEPRECATED'] = crs_rec['DEPRECATED']
gcs_rec['UOM_CODE'] = get_crs_uom(crs_rec, cs, ca )
Modified: packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_axis.csv
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_axis.csv 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_axis.csv 2007-09-19 08:45:41 UTC (rev 1074)
@@ -19,6 +19,26 @@
4408,9907,north,N,9084,2
4409,9906,east,E,9040,1
4409,9907,north,N,9040,2
+4410,9906,east,E,9301,1
+4410,9907,north,N,9301,2
+4462,9906,South along 180 deg,X,9001,1
+4462,9907,South along 90 deg West,Y,9001,2
+4463,9906,South along 100 deg East,X,9001,1
+4463,9907,South along 170 deg West,Y,9001,2
+4464,9906,South along 90 deg West,X,9001,1
+4464,9907,South along 0 deg,Y,9001,2
+4465,9906,South along 50 deg East,X,9001,1
+4465,9907,South along 140 deg East,Y,9001,2
+4466,9906,South along 10 deg West,X,9001,1
+4466,9907,South along 80 deg East,Y,9001,2
+4467,9906,South along 60 deg West,X,9001,1
+4467,9907,South along 30 deg East,Y,9001,2
+4468,9906,South along 45 deg East,X,9001,1
+4468,9907,South along 135 deg East,Y,9001,2
+4469,9906,South along 90 deg East,X,9001,1
+4469,9907,South along 180 deg,Y,9001,2
+4470,9906,North along 90 deg East,X,9001,1
+4470,9907,North along 0 deg,Y,9001,2
4471,9906,North along 75 deg West,E,9001,1
4471,9907,North along 165 deg West,N,9001,2
4472,9906,North along 60 deg West,E,9001,1
@@ -81,12 +101,18 @@
4500,9907,north,N,9001,1
4501,9907,north,N,9001,1
4501,9908,west,E,9001,2
+4502,9906,east,E,9005,2
+4502,9907,north,N,9005,1
4530,9906,east,Y,9001,2
4530,9907,north,X,9001,1
4531,9906,east,y,9001,2
4531,9907,north,x,9001,1
4532,9906,east,X,9001,2
4532,9907,north,Y,9001,1
+4533,9906,east,Y,9098,2
+4533,9907,north,X,9098,1
+4534,9906,east,none,9001,2
+4534,9907,north,none,9001,1
6401,9901,north,Lat,9108,1
6401,9902,east,Long,9108,2
6401,9903,up,h,9001,3
Modified: packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_operation.csv
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_operation.csv 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_operation.csv 2007-09-19 08:45:41 UTC (rev 1074)
@@ -8,7 +8,7 @@
107,DMS to DMSH,conversion,,,,,1262,Convert degree minute second representation to and from degrees minutes seconds hemisphere representation.,0,9643,,,,EPSG,EPSG,2002-11-22,,1,1
108,HDMS to DMSH,conversion,,,,,1262,Convert hemisphere degree minute second representation to and from degrees minutes seconds hemisphere representation.,0,9644,,,,EPSG,EPSG,2002-11-22,,1,1
1025,ED50 to ED87 (1),transformation,4230,4231,5Nat-NSea-90,1,2330,?,,9630,9102,9102,Latitude differences from ED50 to ED87 in decimal degrees given by coefficients A0 through A14 where m=(latitude - 55) degrees and n=longitude in decimal degrees. Longitude differences given through coefficients B0 through B14.,Norwegian Mapping Authority publication 1990:1,EPSG,2002-06-22,99.74 2000.55 2002.40,1,1
-1026,Madrid 1870 (Madrid) to ED50 (1),transformation,4903,4230,IGB-Esp,1,2366,?,10,9617,,,It is preferable to use whichever of either Madrid 1870 (Madrid) to ED50 (2) (code 1027) or Madrid 1870 (Madrid) to ED50 (3) (code 1028) is applicable to the area.,Institut de Geomatica; Barcelona,EPSG,2003-02-06,99.82 99.74 2003.051 2004.17,1,0
+1026,Madrid 1870 (Madrid) to ED50 (1),transformation,4903,4230,IGB-Esp,1,2366,?,10,9617,,,It is preferable to use whichever of either Madrid 1870 (Madrid) to ED50 (2) (code 1027) or Madrid 1870 (Madrid) to ED50 (3) (code 1028) is applicable to the area.,Institut de Geomatica; Barcelona,EPSG,2007-03-22,99.82 99.74 2003.051 2004.17 2007.043,1,0
1027,Madrid 1870 (Madrid) to ED50 (2),transformation,4903,4230,IGB-Esp N,2,2367,?,5,9617,,,Use in preference to Madrid 1870 (Madrid) to ED50 (1) (code 1026).,Institut de Geomatica; Barcelona,EPSG,2003-02-06,99.82 99.74 2003.051 2004.17,1,0
1028,Madrid 1870 (Madrid) to ED50 (3),transformation,4903,4230,IGB-Esp S,3,2368,?,5,9617,,,Use in preference to Madrid 1870 (Madrid) to ED50 (1) (code 1026).,Institut de Geomatica; Barcelona,EPSG,2000-03-07,99.82 99.74 2004.17,1,0
1029,Amersfoort / RD New to ED50 / UTM zone 31N (1),transformation,28992,23031,NCG-Nld,1,1172,?,,9632,9001,9001,For reverse transformation see ED50 / UTM 31N to Amersfoort / RD New (1) (code 1030).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2000-03-07,,1,1
@@ -17,12 +17,12 @@
1032,ED50 / UTM zone 31N to Amersfoort / RD New (2),transformation,23031,28992,NAM-Nld,2,1172,Oil exploration.,,9632,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (2) (code 1031).,Shell / NAM,EPSG,2000-03-07,,1,1
1033,Belge 72 / Lambert to ED50 / UTM zone 31N (1),transformation,31300,23031,NCG-Bel,1,1044,?,999,9631,9001,9001,For reverse transformation see ED50 / UTM 31N to Belge 72 / Lambert (code 1034).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2000-03-07,,1,1
1034,ED50 / UTM zone 31N to Belge 72 / Lambert (1),transformation,23031,31300,NCG-Bel,1,1044,?,999,9631,9001,9001,For reverse transformation see Belge 72 / Lambert to ED50 / UTM 31N (code 1033).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2000-03-07,,1,1
-1035,Astra Minas to Campo Inchauspe / Argentina 2,transformation,5800,22192,IHS-Arg ComRiv,1,1265,Oil exploration.,5,9621,,,,IHS Energy,EPSG,2000-06-23,,1,0
-1036,OSGB 1936 / British National Grid to ETRS89 (1),transformation,27700,4258,OSGB-Gbr,1,1264,Accuracy 0.2m at 67% confidence level.,0.2,9633,,,Replaced by OSGB 1936 / British National Grid to ETRS89 (2) (code 1039).,http://www.gps.gov.uk/gpssurveying.asp,EPSG,2002-09-19,2002.62,1,0
+1035,Astra Minas to Campo Inchauspe / Argentina 2 (1),transformation,5800,22192,IHS-Arg ComRiv,1,1265,Oil exploration.,5,9621,,,,IHS Energy,EPSG,2006-12-11,2006.89,1,0
+1036,OSGB 1936 / British National Grid to ETRS89 (1),transformation,27700,4258,OSGB-Gbr,1,1264,Accuracy 0.2m at 67% confidence level.,0.2,9633,,,Withdrawn and replaced by OSGB 1936 / British National Grid to ETRS89 (2) (code 1039).,http://www.gps.gov.uk/gpssurveying.asp,EPSG,2007-03-22,2002.62 2007.043,1,0
1037,Amersfoort / RD New to ED50 / TM 5 NE (1),transformation,28992,23095,NAM-Nld,1,1630,Oil exploration.,,9632,9001,9001,Used by NAM. For reverse transformation see ED50 / TM 5 NE to Amersfoort / RD New (1) (code 1038).,Shell / NAM,EPSG,2002-07-13,,1,1
1038,ED50 / TM 5 NE to Amersfoort / RD New (1),transformation,23095,28992,NAM-Nld,2,1630,Oil exploration.,,9632,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / TM 5 NE (1) (code 1037).,Shell / NAM,EPSG,2002-07-13,,1,1
-1039,OSGB 1936 / British National Grid to ETRS89 (2),transformation,27700,4258,OSGB-UK Gbr02,2,1264,Accuracy 0.1m at 67% confidence level.,0.1,9633,,,Replaces OSGB 1936 / British National Grid to ETRS89 (1) (code 1036). May be taken as approximate transformation OSGB 1936 / British National Grid to WGS 84 - see code 1040.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2002-09-19,,1,0
-1040,OSGB 1936 / British National Grid to WGS 84 (2),transformation,27700,4979,EPSG-UK Gbr02,2,1264,Accuracy 1m.,1,9633,,,Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (2) (code 1039) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-09-19,,1,0
+1039,OSGB 1936 / British National Grid to ETRS89 (2),transformation,27700,4258,OSGB-UK Gbr02,2,1264,Accuracy 0.1m at 67% confidence level.,0.1,9633,,,Replaces OSGB 1936 / British National Grid to ETRS89 (1) (code 1036). May be taken as approximate transformation OSGB 1936 / British National Grid to WGS 84 - see code 15956.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2007-07-15,2007.067,1,0
+1040,OSGB 1936 / British National Grid to WGS 84 (2),transformation,27700,4979,EPSG-UK Gbr02,2,1264,Accuracy 1m.,1,9633,,,Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (2) (code 1039) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-09-19,,1,1
1041,TM75 to ETRS89 (1),transformation,4300,4258,Osi-Ire,1,1305,Accuracy 0.4m (95%).,0.4,9648,9102,9102,Derived at 183 points. Recommended by OSi and OSNI for all horizontal transformations in the Republic and Northern Ireland. Use iteration for reverse transformation ETRS89 to TM75. May be used as approximation for TM75 to WGS 84 (see code 1042).,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2002-12-21,,1,0
1042,TM75 to WGS 84 (1),transformation,4300,4326,EPSG-Ire,1,1305,Accuracy 1m.,1,9648,9102,9102,Parameter values taken from TM75 to ETRS89 (1) (code 1041) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation. Use iteration for reverse transformation WGS 84 to TM75.,EPSG,EPSG,2002-12-21,,1,0
1043,ED50 to ED87 (1),transformation,4230,4231,5Nat-NSea-90,1,2330,?,1,9651,9102,9102,Latitude differences from ED50 to ED87 in decimal degrees given by coefficients A0 through A14 where U=(latitude - 55) degrees and V=longitude in decimal degrees. Longitude differences given through coefficients B0 through B14.,Norwegian Mapping Authority publication 1990:1,EPSG,2002-12-21,,1,1
@@ -34,9 +34,9 @@
1049,ED50 / UTM zone 31N to Belge 72 / Lambert (1),transformation,23031,31300,NCG-Bel,1,1044,?,1,9652,9001,9001,For reverse transformation see Belge 72 / Lambert to ED50 / UTM 31N (code 1048).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2002-12-21,,1,0
1050,Amersfoort / RD New to ED50 / TM 5 NE (1),transformation,28992,23095,NAM-Nld,1,1630,Oil exploration.,1,9653,9001,9001,Used by NAM. For reverse transformation see ED50 / TM 5 NE to Amersfoort / RD New (1) (code 1051).,Shell / NAM,EPSG,2002-12-21,,1,0
1051,ED50 / TM 5 NE to Amersfoort / RD New (1),transformation,23095,28992,NAM-Nld,2,1630,Oil exploration.,1,9653,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / TM 5 NE (1) (code 1050).,Shell / NAM,EPSG,2002-12-21,,1,0
-1052,ED50 to WGS 84 (35),transformation,4230,4326,DMA-Eur W,35,2879,Minerals management in Germany.,5,9654,9102,9102,Adopted at June 2003 agreement between LBA and BSH. From TR8350.2 MRE for onshore western Europe. May be approximated to better than 0.5m by transformation code 1998. LBA will also accept TR8350.2 mean Europe geocentric translation (code 1133).,Landesbergamt for Lower Saxony and Bundesanstalt für Seeschifffahrt und Hydrographie.,EPSG,2004-10-22,2003.201 2004.63,1,0
-1053,NTF to RGF93 (1),transformation,4275,4171,IGN-Fra 1m,1,1326,For applications requiring an accuracy of better than 1 metre.,1,9655,,,May be used for transformation of NTF to/from ETR89 as RGR93 may be considered equivalent to ETRS89 within the accuracy of the transformation. See tfm code 1054.,"Institut Geographique National (IGN) document NTG_88.pdf, ""Grille de parametres de transformation de coordonnees"". http://www.ign.fr",EPSG,2004-03-15,,1,0
-1054,NTF to ETRS89 (2),transformation,4275,4258,EPSG-Fra 1m,2,1326,For applications requiring an accuracy of better than 1 metre.,1,9655,,,These parameter values are taken from NTF to RGR93 (1) (code 1053) as RGR93 may be considered equivalent to ETRS89 within the accuracy of the transformation.,EPSG,EPSG,2004-03-15,,1,0
+1052,ED50 to WGS 84 (35),transformation,4230,4326,DMA-Eur W,35,2879,Minerals management in Germany.,5,9654,9102,9102,Adopted at June 2003 agreement between LBA and BSH. From TR8350.2 MRE for onshore western Europe. May be approximated to better than 0.5m by transformation code 1998. LBA will also accept TR8350.2 mean Europe geocentric translation (code 1133).,Landesbergamt for Lower Saxony and Bundesanstalt für Seeschifffahrt und Hydrographie.,EPSG,2007-03-22,2003.201 2004.63 2007.043,1,0
+1053,NTF to RGF93 (1),transformation,4275,4171,IGN-Fra 1m,1,1326,For applications requiring an accuracy of better than 1 metre.,1,9655,,,May be used for transformation of NTF to/from ETR89 and WGS 84 as RGR93 may be considered equivalent to ETRS89 or WGS 84 within the accuracy of the transformation. See tfm codes 1054 and 15939. May be emulated using NTv2 method - see tfm code 15940.,"Institut Geographique National (IGN) document NTG_88.pdf, ""Grille de parametres de transformation de coordonnees"". http://www.ign.fr",EPSG,2007-05-29,2007.036,1,0
+1054,NTF to ETRS89 (2),transformation,4275,4258,EPSG-Fra 1m,2,1326,For applications requiring an accuracy of better than 1 metre.,1,9655,,,These parameter values are taken from NTF to RGR93 (1) (code 1053) as RGR93 may be considered equivalent to ETRS89 within the accuracy of the transformation. May be emulated using NTv2 method - see tfm code 15941.,EPSG,EPSG,2007-05-29,2007.036,1,0
1055,Ain el Abd to WGS 84 (3),transformation,4204,4326,WGC-Kwt,3,1136,1 metre accuracy.,1,9603,,,Derived at station K1.,KOC,EPSG,2004-06-16,,1,0
1056,Ain el Abd to WGS 84 (4),transformation,4204,4326,Par-Kwt,4,1136,1 metre accuracy.,1,9607,,,"Derivation is more precise, but no evidence that accuracy is better than Ain el Abd to WGS 84 (3). EPSG recommends using Ain el Abd to WGS 84 (3).",KOC,EPSG,2004-06-16,,1,0
1057,Ain el Abd to WGS 84 (5),transformation,4204,4326,Par-Kwt N,5,2956,1 metre accuracy.,1,9607,,,.,KOC,EPSG,2004-06-16,,1,0
@@ -48,16 +48,16 @@
1063,Vientiane 1982 to Lao 1997 (1),transformation,4676,4678,NGD-Lao,1,1138,Accuracy 2m.,2,9603,,,Derived at 8 stations.,National Geographic Department,EPSG,2004-04-27,,1,0
1064,Lao 1993 to Lao 1997 (1),transformation,4677,4678,NGD-Lao,1,1138,Accuracy 0.15m,0.15,9603,,,Derived at 25 stations.,National Geographic Department,EPSG,2004-04-27,,1,0
1065,Lao 1997 to WGS 84 (1),transformation,4678,4326,NGD-Lao,1,1138,Accuracy 5m.,5,9603,,,Derived at 25 stations.,National Geographic Department,EPSG,2004-04-27,,1,0
-1066,Amersfoort to ETRS89 (2),transformation,4289,4258,NCG-Nld 2000,2,1275,Accuracy 0.5m,0.5,9636,,,Superseded by Amersfoort to ETRS89 (4) (tfm code 15740). Dutch sources also quote an equivalent transformation using the Coordinate Frame 7-parameter method - see tfm code 1751.,http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-04-14,2005.08,1,0
+1066,Amersfoort to ETRS89 (2),transformation,4289,4258,NCG-Nld 2000,2,1275,Accuracy 0.5m,0.5,9636,,,Replaced by Amersfoort to ETRS89 (4) (tfm code 15740). Dutch sources also quote an equivalent transformation using the Coordinate Frame 7-parameter method - see tfm code 1751.,http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2005.08 2007.043,1,0
1067,Minna to WGS 84 (11),transformation,4263,4326,Stat-Nga,11,1717,Oil industry exploration and production.,5,9603,,,"Used by Statoil for deep water blocks 210, 213, 217 and 218. Parameter values interpolated from Racal Survey geocentric translation contour charts for each of these four blocks and then meaned.",Statoil.,EPSG,2004-04-27,,1,0
1068,Guam 1963 to NAD83(HARN) (1),transformation,4675,4152,NGS-Gum,1,1110,"Geodetic survey. Accuracy 3 m in each component, 1 sigma.",5,9613,,,NADCON method which expects longitudes positive west; EPSG GeogCRSs Guam 1963 and NAD83(HARN) (codes 4675 and 4152) have longitudes positive east. Can be used as approximation for tfm between Guam 1963 and WGS 84 - see tfm code 1069.,ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/readme.txt,EPSG,2004-04-22,,1,0
1069,Guam 1963 to WGS 84 (2),transformation,4675,4326,EPSG-Gum,2,1110,Accuracy 5m.,5,9613,,,"Parameter files are from Guam 1963 to NAD83(HARN) (1) (code 1068), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84 within the accuracy of the transformation.",EPSG,EPSG,2006-02-03,2006.021,1,0
1070,Guam to WGS 84 (1),transformation,4675,4326,DMA-Gum,1,1110,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1071,Palestine 1923 to Israel (1),transformation,4281,4141,SoI-Isr,1,1126,Accuracy: 1.5m,1.5,9603,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,EPSG,2004-04-14,,1,0
-1072,Palestine 1923 / Israeli CS to Israel / Israeli TM (1),transformation,28193,2039,SoI-Isr,1,1126,Accuracy: 1m to north and 10m to south of east-west line through Beersheba (31 deg 15 min N).,3,9656,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,EPSG,2004-04-14,,1,0
+1071,Palestine 1923 to Israel (1),transformation,4281,4141,SoI-Isr,1,1126,Accuracy: 1.5m,1.5,9603,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,EPSG,2006-10-13,2006.89,1,0
+1072,Palestine 1923 / Israeli CS to Israel / Israeli TM (1),transformation,28193,2039,SoI-Isr,1,1126,Accuracy: 1m to north and 10m to south of east-west line through Beersheba (31 deg 15 min N).,3,9656,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,EPSG,2006-10-13,2006.89,1,0
1073,Israel to WGS 84 (1),transformation,4141,4326,SoI-Isr,1,1126,Accuracy: 2m,2,9603,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,EPSG,2004-04-14,,1,0
1074,Palestine 1923 to WGS 84 (1),transformation,4281,4326,EPSG-Isr,1,1126,Oil Exploration. Accuracy: 1m to north and 5m to south of east-west line through Beersheba (31 deg 15 min N).,2,9606,,,Not recognised by Survey of Israel. See Palestine 1923 to WGS 84 (2) (code 8650).,Various industry sources,EPSG,2004-04-14,,1,0
-1075,ED50 to WGS 84 (38),transformation,4230,4326,TPAO-Tur,38,2896,Oil Exploration,10,9603,,,"Derived in 1987 by Geodetic for TPAO. Used on BP 1991/92 2D seismic surveys in central and eastern Turkish sector of Black Sea. In Turkey, superseded by tfm code 1784. Also adopted for use offshore Israel.",Various industry sources,EPSG,2004-04-14,,1,0
+1075,ED50 to WGS 84 (38),transformation,4230,4326,TPAO-Tur,38,2896,Oil Exploration,10,9603,,,"Derived in 1987 by Geodetic for TPAO. Used on BP 1991/92 2D seismic surveys in central and eastern Turkish sector of Black Sea. In Turkey, replaced by tfm code 1784. Also adopted for use offshore Israel.",Various industry sources,EPSG,2007-03-22,2007.043,1,0
1076,PSAD56 to WGS 84 (13),transformation,4248,4326,EPSG-Ven,13,1251,Approximation at the +/- 1m level.,1,9636,,,Parameter vales are from PSAD56 to REGVEN (1) (code 1769) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-03-26,,1,1
1077,La Canoa to WGS 84 (2),transformation,4247,4326,EPSG-Ven,2,1251,Approximation at the +/- 1m level.,1,9636,,,Parameter values are from La Canoa to REGVEN (1) (code 1076) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-03-26,,1,1
1078,Luxembourg 1930 to ETRS89 (2),transformation,4181,4258,ACT-Lux 0.1m,2,1146,For applications to an accuracy of 0.1 metre.,0.1,9636,,,May be taken as approximate transformation Luxembourg 1930 to WGS 84 - see code 1079.,Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT,EPSG,2004-03-09,,1,0
@@ -65,10 +65,10 @@
1080,CI1971 to WGS 84 (1),transformation,4672,4326,DMA-Nzl CI,1,2889,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html",EPSG,2005-05-21,2005.20 2005.21,1,0
1081,CI1979 to WGS 84 (1),transformation,4673,4326,OSG-Nzl CI,1,2889,For applications requiring 2m accuracy.,2,9607,,,Derived at 4 stations using concatenation through WGS72. Parameter vales are also used to transform CI1979 to NZGD2000 - see tfm code 1082.,"Office of Surveyor General (OSG) Technical Report 14, June 2001.",EPSG,2004-02-17,,1,0
1082,CI1979 to NZGD2000 (1),transformation,4673,4167,OSG-Nzl CI,1,2889,For applications requiring 2m accuracy.,2,9607,,,Parameter vales are from CI1979 to WGS 84 (1) (code 1081) assuming that WGS 84 is equivalent to NZGD2000 within the accuracy of the transformation.,"Office of Surveyor General (OSG) Technical Report 14, June 2001.",EPSG,2004-02-17,,1,0
-1083,JAD69 to WGS 72 (2),transformation,4242,4322,PC-Jam,2,1128,For oil exploration.,10,9603,,,Derived in 1981 through Transit observations at 4 stations by Geodetic Survey for Petroleum Corporation of Jamaica.,"""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2004-09-10,,1,0
-1084,JAD69 to WGS 84 (1),transformation,4242,4326,UT-Jam 5m,1,1128,For applications requiring 5m accuracy.,5,9603,,,Derived via NAD27 and WGS 72. Preliminary values derived by Survey Department but not officially promulgated.,"""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2004-02-17,,1,0
-1085,JAD69 to WGS 84 (2),transformation,4242,4326,UT-Jam 2m,2,1128,For applications requiring 2m accuracy.,2,9603,,,"Derived at 4 stations, tested at a further 9.","""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2004-02-17,,1,0
-1086,JAD69 to WGS 84 (3),transformation,4242,4326,UT-Jam 1m,3,1128,For applications requiring 1m accuracy.,1,9607,,,"Derived at 4 stations, tested at a further 9.","""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2004-02-17,,1,0
+1083,JAD69 to WGS 72 (2),transformation,4242,4322,PC-Jam,2,3342,For oil exploration.,10,9603,,,Derived in 1981 through Transit observations at 4 stations by Geodetic Survey for Petroleum Corporation of Jamaica.,"""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2007-01-19,2007.001,1,0
+1084,JAD69 to WGS 84 (1),transformation,4242,4326,UT-Jam 5m,1,3342,For applications requiring 5m accuracy.,5,9603,,,Derived via NAD27 and WGS 72. Preliminary values derived by Survey Department but not officially promulgated.,"""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2007-01-19,2007.001,1,0
+1085,JAD69 to WGS 84 (2),transformation,4242,4326,UT-Jam 2m,2,3342,For applications requiring 2m accuracy.,2,9603,,,"Derived at 4 stations, tested at a further 9.","""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2007-01-19,2007.001,1,0
+1086,JAD69 to WGS 84 (3),transformation,4242,4326,UT-Jam 1m,3,3342,For applications requiring 1m accuracy.,1,9607,,,"Derived at 4 stations, tested at a further 9.","""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2004-02-17,,1,1
1087,ED50 to WGS 84 (37),transformation,4230,4326,RJGC-Jor,37,1130,Topographic mapping.,999,9603,,,Information has not been confirmed by National Mapping Agency.,Various industry sources,EPSG,2004-01-29,,1,0
1088,Monte Mario to WGS 84 (5),transformation,4265,4326,ENI-Ita Adr N Anc,5,2882,Oil exploration and production,10,9603,,,,ENI E&P Division (AGIP),EPSG,2004-01-20,,1,0
1089,Monte Mario to WGS 84 (6),transformation,4265,4326,ENI-Ita Adr Anc-Gar,6,2883,Oil exploration and production,10,9603,,,,ENI E&P Division (AGIP),EPSG,2004-01-20,,1,0
@@ -94,7 +94,7 @@
1109,AGD84 to WGS 84 (1),transformation,4203,4326,DMA-Aus,1,2575,For military purposes only. Accuracy 2m in each axis.,4,9603,,,Derived at 90 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1110,Ain el Abd to WGS 84 (1),transformation,4204,4326,DMA-Bhr,1,1040,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,97.06,1,0
1111,Ain el Abd to WGS 84 (2),transformation,4204,4326,DMA-Sau,2,1206,For military purposes. Accuracy 10m in each axis.,18,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1112,Amersfoort to WGS 84 (1),transformation,4289,4326,NCG-Nld 93,1,1275,?,1,9606,,,Superseded by Amersfoort to WGS 84 (2) (code 1672).,Nederlandse Commissie voor Geodesie publication 30; 1993.,EPSG,2002-12-09,97.07 2002.90,1,0
+1112,Amersfoort to WGS 84 (1),transformation,4289,4326,NCG-Nld 93,1,1275,?,1,9606,,,Replaced by Amersfoort to WGS 84 (2) (code 1672).,Nederlandse Commissie voor Geodesie publication 30; 1993.,EPSG,2007-03-22,97.07 2002.90 2007.043,1,0
1113,Arc 1950 to WGS 84 (1),transformation,4209,4326,DMA-mean,1,2312,"For military purposes only. Accuracy 20m, 33m and 20m in X, Y and Z axes.",44,9603,,,Derived at 41 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1114,Arc 1950 to WGS 84 (2),transformation,4209,4326,DMA-Bwa,2,1051,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",7,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1115,Arc 1950 to WGS 84 (3),transformation,4209,4326,DMA-Bdi,3,1058,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
@@ -113,10 +113,9 @@
1128,Cape to WGS 84 (1),transformation,4222,4326,DMA-Zaf,1,1215,"For military purposes. Accuracy 3m, 6m and 6m in X, Y and Z axes.",9,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1129,Cape to WGS 84 (2),transformation,4222,4326,DSLI-Zaf,2,1215,?,15,9603,,,Residuals should not exceed 15 metres. Parameter values are from Cape to Hartebeesthoek94 (1) (code 1504) assuming that Hartebeesthoek94 and WGS 84 are equivalent within the accuracy of the transformation.,"Private Communication, Directorate of Surveys and Land Information, Cape Town.",EPSG,1996-10-18,,1,0
1130,Carthage to WGS 84 (1),transformation,4223,4326,DMA-Tun,1,1236,"For military purposes. Accuracy 6m, 9m and 8m in X, Y and Z axes.",14,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1131,Chua to WGS 84 (1),transformation,4224,4326,DMA-Pry,1,1188,"For military purposes. Accuracy 6m, 9m and 5m in X, Y and Z axes.",12,9603,,,"Derived at 6 stations. Note: Area of use given by information source is Paraguay; Chua datum is used primarily in Brazil, but with a connecting traverse through northern Paraguay.",U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-12-30,2005.20 2005.21 2005.84,1,0
+1131,Chua to WGS 84 (1),transformation,4224,4326,DMA-Pry,1,1188,"For military purposes. Accuracy 6m, 9m and 5m in X, Y and Z axes.",12,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2006-10-13,2005.20 2005.21 2005.84 2006.49 2006.89,1,0
1132,Corrego Alegre to WGS 84 (1),transformation,4225,4326,DMA-Bra,1,1293,"For military purposes. Accuracy 5m, 3m and 5m in X, Y and Z axes.",8,9603,,,Derived at 17 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-12-30,2005.20 2005.841,1,0
-1133,ED50 to WGS 84 (1),transformation,4230,4326,DMA-mean,1,2420,"For military purposes. Accepted for minerals management in Germany. Accuracy 3m, 8m and 5m in X, Y and Z axes.",10,9603,,,"Derived at 85 stations. In Germany will be accepted by LBA for minerals management purposes as alternative to tfm 1052 or 1998.
-Info source also includes Faroe Islands in area of use but source CRS is not applicable there.",U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2004.63 2005.20,1,0
+1133,ED50 to WGS 84 (1),transformation,4230,4326,DMA-mean,1,2420,"For military purposes. Accepted for minerals management in Germany. Accuracy 3m, 8m and 5m in X, Y and Z axes.",10,9603,,,Derived at 85 stations. In Germany will be accepted by LBA for minerals management purposes as alternative to tfm 1052 or 1998.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2006-03-16,2004.63 2005.20 2005.471,1,0
1134,ED50 to WGS 84 (2),transformation,4230,4326,DMA-cenEur,2,2421,For military purposes only. Accuracy 3m each axis.,6,9603,,,Derived at 52 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1135,ED50 to WGS 84 (3),transformation,4230,4326,DMA-midEast,3,2345,For military purposes only.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
1136,ED50 to WGS 84 (4),transformation,4230,4326,DMA-Cyp,4,1078,For military purposes only. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
@@ -137,11 +136,11 @@
1151,NZGD49 to WGS 84 (1),transformation,4272,4326,DMA-Nzl,1,1175,"For military purposes only. Accuracy 5m, 3m and 5m in X, Y and Z axes.",8,9603,,,Derived at 14 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1152,Hu Tzu Shan to WGS 84 (1),transformation,4236,4326,DMA-Twn,1,1228,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
1153,Indian 1954 to WGS 84 (1),transformation,4239,4326,DMA-Tha,1,1231,"For military purposes. Accuracy 15m, 6m and 12m in X, Y and Z axes.",21,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,97.06,1,0
-1154,Indian 1975 to WGS 84 (1),transformation,4240,4326,DMA-Tha,1,1231,"For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",5,9603,,,Derived at 62 stations. Superseded by Indian 1975 to WGS 84 (2) (code 1304).,U.S. Defense Mapping Agency TR8350.2 second edition September 1991,EPSG,1996-10-18,,1,0
+1154,Indian 1975 to WGS 84 (1),transformation,4240,4326,DMA-Tha,1,1231,"For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",5,9603,,,Derived at 62 stations. Replaced by Indian 1975 to WGS 84 (2) (code 1304).,U.S. Defense Mapping Agency TR8350.2 second edition September 1991,EPSG,2007-03-22,2007.043,1,0
1155,Kalianpur 1937 to WGS 84 (1),transformation,4144,4326,DMA-Bgd,1,1041,"For military purposes. Accuracy 10m, 8m and 12m in X, Y and Z axes.",18,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2005-05-27,97.235 2005.21,1,0
1156,Kalianpur 1975 to WGS 84 (1),transformation,4146,4326,DMA-Ind Npl,1,2411,"For military purposes. Accuracy 12m, 10m and 15m in X, Y and Z axes.",22,9603,,,Care! DMA ellipsoid is inconsistent with EPSG ellipsoid - transformation parameter values may not be appropriate. Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2005-05-27,97.235 2005.21,1,0
1157,Kandawala to WGS 84 (1),transformation,4244,4326,DMA-Lka,1,1218,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1158,Kertau to WGS 84 (1),transformation,4245,4326,DMA-Mys Sgp,1,1309,"For military purposes. Accuracy 10m, 8m and 6m in X, Y and Z axes.",15,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
+1158,Kertau 1968 to WGS 84 (1),transformation,4245,4326,DMA-Mys Sgp,1,1309,"For military purposes. Accuracy 10m, 8m and 6m in X, Y and Z axes.",15,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2007-01-04,2005.20 2006.251 2006.89,1,0
1159,Leigon to WGS 84 (1),transformation,4250,4326,DMA-Gha,1,1104,"For military purposes. Accuracy 2m, 3m and 2m in X, Y and Z axes.",5,9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
1160,Liberia 1964 to WGS 84 (1),transformation,4251,4326,DMA-Lbr,1,1142,For military purposes only. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1161,Luzon 1911 to WGS 84 (1),transformation,4253,4326,DMA-Phl N,1,2364,"For military purposes. Accuracy 8m, 11m and 9m in X, Y and Z axes.",17,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
@@ -169,14 +168,14 @@
1183,NAD27 to WGS 84 (14),transformation,4267,4326,DMA-Can Yuk,14,2417,"For military purposes only. Accuracy 5m, 8m and 3m in X, Y and Z axes.",10,9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1184,NAD27 to WGS 84 (15),transformation,4267,4326,DMA-Pan,15,2385,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1185,NAD27 to WGS 84 (16),transformation,4267,4326,DMA-Cuba,16,1077,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1186,NAD27 to WGS 84 (17),transformation,4267,4326,DMA-Grl,17,2386,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
+1186,NAD27 to WGS 84 (17),transformation,4267,4326,DMA-Grl,17,2386,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations. Note: NAD27 is not used in Greenland.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2006-07-21,2005.20 2006.466,1,0
1187,NAD27 to WGS 84 (18),transformation,4267,4326,DMA-Mex,18,1160,"For military purposes only. Accuracy 8m, 6m and 6m in X, Y and Z axes.",12,9603,,,Derived at 22 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1188,NAD83 to WGS 84 (1),transformation,4269,4326,DMA-N Am,1,1325,Accuracy 2m in each axis.,4,9603,,,Derived at 312 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,97.06,1,0
1189,Nahrwan 1967 to WGS 84 (1),transformation,4270,4326,DMA-Omn Mas,1,2391,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1190,Nahrwan 1967 to WGS 84 (2),transformation,4270,4326,DMA-Sau,2,1206,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
1191,Nahrwan 1967 to WGS 84 (3),transformation,4270,4326,DMA-UAE,3,1243,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1192,Naparima 1972 to WGS 84 (1),transformation,4271,4326,DMA-Tto,1,1235,For military purposes only. Accuracy given by NIMA 15m in each axis. EPSG believes there is an 8-10m blunder in dX.,33,9603,,,CAUTION: EPSG believes that these parameter values include a blunder and that if NIMA transformation parameters are to be used the 1987 version (EPSG code 1307) be used.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1998-06-30,98.102,1,0
-1193,NTF to WGS 84 (1),transformation,4275,4326,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,,IGN technical report RT/G 14; January 1988.,EPSG,1996-10-18,,1,0
+1193,NTF to WGS 84 (1),transformation,4275,4326,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,These same parameter values are used to transform to ETRS89. See NTF to ETRS89 (1) (code 1651).,IGN technical report RT/G 14; January 1988.,EPSG,2006-12-29,2006.992,1,0
1195,OSGB 1936 to WGS 84 (1),transformation,4277,4326,DMA-Gbr,1,1264,"For military purposes only. Accuracy 10m, 10m and 15m in X, Y and Z axes.",21,9603,,,Derived at 38 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1196,OSGB 1936 to WGS 84 (2),transformation,4277,4326,DMA-Gbr Eng,2,2395,"For military purposes only. Accuracy 5m, 5m and 6m in X, Y and Z axes.",10,9603,,,Derived at 24 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1197,OSGB 1936 to WGS 84 (3),transformation,4277,4326,DMA-Gbr E&W,3,2396,"For military purposes only. Accuracy 10m, 10m and 15m in X, Y and Z axes.",21,9603,,,Derived at 25 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
@@ -214,21 +213,21 @@
1230,Tokyo to WGS 84 (1),transformation,4301,4326,DMA-Jpn Kor,1,2409,"For military purposes only. Accuracy 20m, 5m and 20m in X, Y and Z axes.",29,9603,,,Derived at 31 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,97.06,1,0
1231,Tokyo to WGS 84 (2),transformation,4301,4326,DMA-Jpn,2,1129,"For military purposes only. Accuracy 8m, 5m and 8m in X, Y and Z axes.",13,9603,,,Derived at 16 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
1232,Tokyo to WGS 84 (3),transformation,4301,4326,DMA-Kor,3,1135,"For military purposes only. Accuracy 8m, 5m and 8m in X, Y and Z axes.
-.",13,9603,,,Derived at 29 stations. Superseded by Tokyo to WGS 84 (5) (code 1305).,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,97.06,1,0
+.",13,9603,,,Derived at 29 stations. Replaced by Tokyo to WGS 84 (5) (code 1305).,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,97.06 2007.043,1,0
1233,Tokyo to WGS 84 (4),transformation,4301,4326,DMA-Jpn Ok,4,2408,"For military purposes only. Accuracy 20m, 5m and 20m in X, Y and Z axes.",29,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
1234,Yacare to WGS 84 (1),transformation,4309,4326,DMA-Ury,1,1247,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1235,Zanderij to WGS 84 (1),transformation,4311,4326,DMA-Sur,1,1222,"For military purposes. Accuracy 5m, 5m and 8m in X, Y and Z axes.",11,9603,,,Derived at 5 stations.,EPSG,EPSG,2005-04-14,,1,0
-1236,AGD84 to WGS 84 (2),transformation,4203,4326,Auslig-Aus old,2,2575,Preliminary estimate - now superseded.,5,9607,,,"""Higgins parameters"". Superseded by AGD84 to GDA94 (2) (code 1280) and AGD84 to WGS 84 (7) (code 1669).",Australian Surveying and Land Information Group - www.auslig.gov.au/geodesy,EPSG,1997-11-13,,1,0
+1236,AGD84 to WGS 84 (2),transformation,4203,4326,Auslig-Aus old,2,2575,Preliminary estimate.,5,9607,,,"""Higgins parameters"". Replaced by AGD84 to GDA94 (2) (code 1280) and AGD84 to WGS 84 (7) (code 1669).",Australian Surveying and Land Information Group - www.auslig.gov.au/geodesy,EPSG,2007-03-22,2007.043,1,0
1237,WGS 72 to WGS 84 (1),transformation,4322,4326,DMA1,1,1262,For scientific purposes.,2,9606,,,,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,1996-12-12,,1,0
1238,WGS 72 to WGS 84 (2),transformation,4322,4326,DMA2,2,1262,For scientific purposes.,2,9606,,,,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,1996-12-12,,1,0
1239,WGS 72BE to WGS 72 (1),transformation,4324,4322,DMA,1,1262,Geodesy.,2,9606,,,,,EPSG,1996-12-12,,1,0
1240,WGS 72BE to WGS 84 (1),transformation,4324,4326,DMA,1,2346,Geodesy.,2,9606,,,,,EPSG,1996-12-12,,1,0
1241,NAD27 to NAD83 (1),transformation,4267,4269,NGS-Usa Conus,1,2374,"Accuracy at 67% confidence level is 0.15m onshore, 5m nearshore and undetermined farther offshore.",0.15,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2004-04-27,98.201 98.53 2000.14 2004.36,1,0
-1243,NAD27 to NAD83 (2),transformation,4267,4269,NGS-Usa AK,2,2373,"Accuracy at 67% confidence level is 0.5m onshore, 5m nearshore and undetermined farther offshore.",0.5,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2004-04-27,98.201 98.53 2000.14 2004.36,1,0
+1243,NAD27 to NAD83 (2),transformation,4267,4269,NGS-Usa AK,2,2373,"Accuracy at 67% confidence level is 0.5m onshore, 5m nearshore and undetermined farther offshore.",0.5,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east. May be used as transformation to WGS 84 - see NAD27 to WGS 84 (85) (code 15864).,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2006-12-26,98.201 98.53 2000.14 2004.36 2006.993,1,0
1245,ED50 to WGS 84 (16),transformation,4230,4326,DMA-Tun,16,1236,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1998-04-16,98.11,1,0
1246,Herat North to WGS 84 (1),transformation,4255,4326,DMA-Afg,1,1024,For military purposes only.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,,1,0
1247,Kalianpur 1962 to WGS 84 (1),transformation,4145,4326,DMA-Pak,1,1184,For military purposes.,999,9603,,,Care! DMA ellipsoid is inconsistent with EPSG ellipsoid - transformation parameter values may not be appropriate. No accuracy estimate available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1999-10-20,97.235 2005.21,1,0
-1248,ID74 to WGS 84 (1),transformation,4238,4326,DMA-Idn,1,1122,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2002-06-22,2002.151,1,0
+1248,ID74 to WGS 84 (1),transformation,4238,4326,DMA-Idn,1,1122,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2006-08-25,2002.151 2006.81,1,0
1249,NAD27 to WGS 84 (21),transformation,4267,4326,DMA-AK AluE,21,2387,"For military purposes only. Accuracy 6m, 8m and 10m in X, Y and Z axes.",15,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,,1,0
1250,NAD27 to WGS 84 (22),transformation,4267,4326,DMA-AK AluW,22,2388,For military purposes. Accuracy 10m in each axis.,18,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,,1,0
1251,NAD83 to WGS 84 (2),transformation,4269,4326,DMA-AK Alu,2,2157,"For military purposes only. Accuracy 5m, 2m and 5m in X, Y and Z axes.",8,9603,,,Derived at 42 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,,1,0
@@ -239,28 +238,28 @@
1256,Fahud to WGS 84 (1),transformation,4232,4326,DMA-Omn,1,1183,"For military purposes. Accuracy 3m, 3m and 9m in X, Y and Z axes.",10,9603,,,Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2005-05-27,2005.21,1,0
1258,Bogota 1975 (Bogota) to Bogota 1975 (Greenwich),transformation,4802,4218,IGAC-Col,1,1070,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
1259,Lisbon (Lisbon) to Lisbon (Greenwich),transformation,4803,4207,IGC-Prt,1,1294,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
-1260,Makassar (Jakarta) to Makassar,transformation,4804,4257,EPSG-Idn Sulawesi,1,1316,Change of prime meridian.,0,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,0
+1260,Makassar (Jakarta) to Makassar (1),transformation,4804,4257,EPSG-Idn Sulawesi,1,1316,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,99.79 2006.89,1,0
1261,MGI (Ferro) to MGI (Greenwich),transformation,4805,4312,BEV-Aut balk,1,1166,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
-1262,Monte Mario (Rome) to Monte Mario,transformation,4806,4265,EPSG-Ita,1,1127,Change of prime meridian.,0,9601,,,,EPSG,EPSG,1999-11-12,98.37 99.79,1,0
+1262,Monte Mario (Rome) to Monte Mario (1),transformation,4806,4265,EPSG-Ita,1,1127,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,98.37 99.79 2006.89,1,0
1263,Padang (Jakarta) to Padang (Greenwich),transformation,4808,4280,EPSG-Idn Sumatra,1,1355,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
-1264,Belge 1950 (Brussels) to Belge 1950,transformation,4809,4215,IGN-Bel,1,1347,Change of prime meridian.,0,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,0
-1265,Tananarive (Paris) to Tananarive,transformation,4810,4297,EPSG-Mdg,1,1149,Change of prime meridian.,0,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,0
-1266,Voirol 1875 (Paris) to Voirol 1875,transformation,4811,4304,IGN-Dza,1,2347,Change of prime meridian.,0,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,0
+1264,Belge 1950 (Brussels) to Belge 1950 (1),transformation,4809,4215,IGN-Bel,1,1347,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,99.79 2006.89,1,0
+1265,Tananarive (Paris) to Tananarive (1),transformation,4810,4297,EPSG-Mdg,1,1149,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,99.79 2006.89,1,0
+1266,Voirol 1875 (Paris) to Voirol 1875 (1),transformation,4811,4304,IGN-Dza,1,2347,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,99.79 2006.89,1,0
1268,Batavia (Jakarta) to Batavia (Greenwich),transformation,4813,4211,EPSG-Idn Java,1,1285,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
1269,RT38 (Stockholm) to RT38 (Greenwich),transformation,4814,4308,NLS-Swe,1,1225,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
1270,Greek (Athens) to Greek (Greenwich),transformation,4815,4120,NTU-Grc,1,1106,Change of prime meridian.,,9601,,,,Topography Department; National Technical University of Athens.,EPSG,1999-11-12,99.79,1,1
1271,Schwarzeck to WGS 84 (2),transformation,4293,4326,SLI-Nam,2,1169,?,999,9603,,,Beware! Schwarzeck CRS uses German legal metres. Example: Schwarzeck Lat 19d 35m 46.952s S Long 20d 41m 50.649s E; X=5623409.40 Y=2124618.00 Z=-2125847.62 GLM; X=5623485.86 Y=2124646.89 Z=-2125876.53 m; WGS84 X=5624101.50 Y=2124748.97 Z=2126132.34 m.,Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,1997-11-13,97.48,1,0
1272,GGRS87 to WGS 84 (1),transformation,4121,4326,Hel-Grc,1,1106,For applications requiring 1m or better accuracy.,1,9603,,,,Geodesy Department; Public Petroleum Corporation of Greece.,EPSG,1997-06-16,,1,0
1273,HD72 to ETRS89 (1),transformation,4237,4258,ELTE-Hun,1,1119,?,,9607,,,May be taken as approximate transformation HD72 to WGS 84 - see code 1677.,http://lazarus.elte.hu/gb/geodez/geod5.htm,EPSG,1997-11-13,97.47,1,1
-1274,Pulkovo 1942 to LKS94(ETRS89) (1),transformation,4284,4126,HNIT-Ltu,1,1145,?,9,9607,,,May be taken as approximate transformation Pulkovo 1942 to WGS 84 - see code 1679.,HNIT-BALTIC GeoInfoServisas.,EPSG,1998-03-12,,1,0
-1275,ED50 to WGS 84 (17),transformation,4230,4326,IGN-Fra,17,1096,For applications to an accuracy of 2 metres.,2,9603,,,,IGN technical report 14 (January 1988).,EPSG,1998-04-16,98.11,1,0
+1274,Pulkovo 1942 to LKS94 (1),transformation,4284,4669,HNIT-Ltu,1,1145,?,9,9607,,,May be taken as approximate transformation Pulkovo 1942 to WGS 84 - see code 1679.,HNIT-BALTIC GeoInfoServisas.,EPSG,2006-05-08,2006.31,1,0
+1275,ED50 to WGS 84 (17),transformation,4230,4326,IGN-Fra,17,1096,For applications to an accuracy of 2 metres.,2,9603,,,These same parameter values are used to transform to ETRS89. See ED50 to ETRS89 (10) (code 1650).,IGN technical report 14 (January 1988).,EPSG,2006-12-29,98.11 2006.992,1,0
1276,NTF to ED50 (1),transformation,4275,4230,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,,IGN technical report 7 (October 1981).,EPSG,1997-11-13,,1,0
1277,NTF to WGS 72 (1),transformation,4275,4322,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,,IGN technical report 7 (October 1981).,EPSG,1997-11-13,,1,0
1278,AGD66 to GDA94 (1),transformation,4202,4283,Auslig-Aus 5m,1,2575,5m accuracy.,5,9603,,,Given to greater precision but no better accuracy at http://www.dehaa.sa.gov.au For higher accuracy requirements see various regional transformations. May be taken as approximate transformation AGD66 to WGS 84 - see code 15788. Derived at 162 stations.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-01-02,2005.86 2006.01,1,0
1279,AGD84 to GDA94 (1),transformation,4203,4283,Auslig-Aus 5m,1,2575,5m accuracy.,5,9603,,,Given to greater precision but no better accuracy at http://www.dehaa.sa.gov.au For higher accuracy requirements see various regional transformations. May be taken as approximate transformation AGD84 to WGS 84 - see code 15789. Derived at 327 stations.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-01-02,2005.86 2006.01,1,0
-1280,AGD84 to GDA94 (2),transformation,4203,4283,Auslig-Aus 1m,2,2575,1m accuracy.,1,9607,,,Supersedes AGD84 to WGS 84 (2) (code 1236). May be taken as approximate transformation AGD84 to WGS 84 - see code 1669.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-02-17,2006.01,1,0
+1280,AGD84 to GDA94 (2),transformation,4203,4283,Auslig-Aus 1m,2,2575,1m accuracy.,1,9607,,,Replaces AGD84 to WGS 84 (2) (code 1236). May be taken as approximate transformation AGD84 to WGS 84 - see code 1669.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2007-03-22,2006.01 2007.043,1,0
1282,Samboja to WGS 84 (1),transformation,4125,4326,TOT-Idn Mah,1,1328,Oil exploration.,,9603,,,Datum shift derived through ITRF93.,Total Indonesia.,EPSG,2000-03-07,2000.23,1,1
-1283,LKS94(ETRS89) to WGS 84 (1),transformation,4126,4326,HNIT-Ltu,1,1145,LKS94 is a realisation of ETRS89 coincident to WGS 84 within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1,9603,,,,HNIT-BALTIC GeoInfoServisas.,EPSG,1998-03-12,98.13,1,0
+1283,LKS94 to WGS 84 (1),transformation,4669,4326,HNIT-Ltu,1,1145,LKS94 is a realisation of ETRS89 coincident to WGS 84 within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1,9603,,,,HNIT-BALTIC GeoInfoServisas.,EPSG,2006-05-08,98.13 2006.31,1,0
1284,Arc 1960 to WGS 84 (2),transformation,4210,4326,NIMA-Ken,2,1132,"For military purposes. Accuracy 4m, 3m and 3m in X, Y and Z axes.",6,9603,,,Derived at 24 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-21,2005.20,1,0
1285,Arc 1960 to WGS 84 (3),transformation,4210,4326,NIMA-Tza,3,1230,"For military purposes. Accuracy 6m, 9m and 10m in X, Y and Z axes.",15,9603,,,Derived at 12 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-21,2005.20,1,0
1286,Segora to WGS 84 (1),transformation,4294,4326,NIMA-Idn Kal,1,2354,For military purposes.,,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-03-12,,1,1
@@ -273,169 +272,169 @@
1293,Pulkovo 1942 to WGS 84 (9),transformation,4284,4326,NIMA-Rom,9,1197,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",7,9603,,,Derived at 4 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-27,98.11 2005.20 2005.21,1,0
1294,Voirol 1875 to WGS 84 (1),transformation,4304,4326,NIMA-Dza N,1,2347,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1998-03-12,,1,0
1296,Trinidad 1903 to WGS 84 (1),transformation,4302,4326,Amoco-Tto Trin,1,1339,Oil exploration.,2,9603,,,Derived in 1989 by ONI for Amoco.,Trinidad Ministry of Energy and Energy Industries.,EPSG,1998-11-11,98.38,1,0
-1297,Tete to Moznet (1),transformation,4127,4130,DNGC-Moz,1,1167,Residuals as high as 30 metres.,30,9607,,,Mean of 32 stations. To reduce the size of the residuals; four regional parameter sets (see codes 1298-1301) were developed. May be taken as approximate transformation Moznet to WGS 84 - see code 1683.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,1,0
-1298,Tete to Moznet (2),transformation,4127,4130,DNGC-Moz A,2,2350,Residuals are generally under 1 metre.,1,9607,,,Mean of 9 stations. May be taken as approximate transformation Moznet to WGS 84 - see code 1684.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,1,0
-1299,Tete to Moznet (3),transformation,4127,4130,DNGC-Moz B,3,2351,Residuals are generally under 4 metres.,4,9607,,,Mean of 6 stations. May be taken as approximate transformation Moznet to WGS 84 - see code 1685.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,1,0
-1300,Tete to Moznet (4),transformation,4127,4130,DNGC-Moz C,4,2352,Residuals are generally under 3 metres.,3,9607,,,Mean of 11 stations. May be taken as approximate transformation Moznet to WGS 84 - see code 1686.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,1,0
-1301,Tete to Moznet (5),transformation,4127,4130,DNGC-Moz D,5,2353,Residuals are 5-10 metres.,10,9607,,,Mean of 7 stations. May be taken as approximate transformation Moznet to WGS 84 - see code 1687.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,1,0
+1297,Tete to Moznet (1),transformation,4127,4130,DNGC-Moz,1,1167,Residuals as high as 30 metres.,30,9607,,,Mean of 32 stations. To reduce the size of the residuals; four regional parameter sets (see codes 1298-1301) were developed. May be taken as approximate transformation Tete to WGS 84 - see code 1683.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2007-03-22,2006.76 2007.043,1,0
+1298,Tete to Moznet (2),transformation,4127,4130,DNGC-Moz A,2,2350,Residuals are generally under 1 metre.,1,9607,,,Mean of 9 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1684.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2006-08-18,2006.76,1,0
+1299,Tete to Moznet (3),transformation,4127,4130,DNGC-Moz B,3,2351,Residuals are generally under 4 metres.,4,9607,,,Mean of 6 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1685.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2006-08-18,2006.76,1,0
+1300,Tete to Moznet (4),transformation,4127,4130,DNGC-Moz C,4,2352,Residuals are generally under 3 metres.,3,9607,,,Mean of 11 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1686.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2006-08-18,2006.76,1,0
+1301,Tete to Moznet (5),transformation,4127,4130,DNGC-Moz D,5,2353,Residuals are 5-10 metres.,10,9607,,,Mean of 7 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1687.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2006-08-18,2006.76,1,0
1302,Moznet to WGS 84 (1),transformation,4130,4326,EPSG-Moz,1,1167,For many purposes Moznet can be considered to be coincident with WGS 84. Accuracy better than 1 metre.,1,9607,,,,EPSG,EPSG,1998-04-16,,1,0
1303,Pulkovo 1942 to WGS 84 (10),transformation,4284,4326,KCS-Kaz Cas,10,2405,Residuals under 2 m.,2,9606,,,Mean of 13 stations along entire Kazak coastline.,KazakCaspiShelf consortium.,EPSG,2000-02-02,2000.05,1,0
-1304,Indian 1975 to WGS 84 (2),transformation,4240,4326,NIMA-Tha,2,1231,"For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",5,9603,,,Derived at 62 stations. Supersedes Indian 1975 to WGS 84 (1) (code 1154).,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2005.20 2005.46,1,0
-1305,Tokyo to WGS 84 (5),transformation,4301,4326,NIMA-Kor,5,1135,For military purposes. Accuracy 2m in each axis.,4,9603,,,Derived at 29 stations. Supersedes Tokyo to WGS 84 (3) (code 1232).,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2005.20 2005.46,1,0
+1304,Indian 1975 to WGS 84 (2),transformation,4240,4326,NIMA-Tha,2,1231,"For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",5,9603,,,Derived at 62 stations. Replaces Indian 1975 to WGS 84 (1) (code 1154).,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2007-03-22,2005.20 2005.46 2007.043,1,0
+1305,Tokyo to WGS 84 (5),transformation,4301,4326,NIMA-Kor,5,1135,For military purposes. Accuracy 2m in each axis.,4,9603,,,Derived at 29 stations. Replaces Tokyo to WGS 84 (3) (code 1232).,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2007-03-22,2005.20 2005.46 2007.043,1,0
1306,MGI to WGS 84 (1),transformation,4312,4326,NIMA-balk,1,2370,For military purposes only.,999,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2005.20 2005.21 2005.46,1,0
1307,Naparima 1972 to WGS 84 (3),transformation,4271,4326,NIMA-Tto Tob,3,1322,For military purposes only. Accuracy 15m in each axis.,26,9603,,,(1) See remarks for tfm code 1192. (2) Naparima 1972 is an extension to Tobago of the Napaima 1955 geographic CRS of Trindad. In Trinidad this transformation may also be considered to use Napaima 1955 (code 4158) as its source CRS: see tfm code 1556.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1308,NAD83 to WGS 84 (4),transformation,4269,4326,NGS-Usa ITRF94,4,1323,Historical record only - superseded - see remarks.,,9607,,,Strictly between NAD83 and ITRF94(1996.0). Superseded by NAD83 to WGS 84 (5) (code 1515).,US National Geodetic Survey http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,1999-04-22,99.12 99.38,1,1
-1309,DHDN to ETRS89 (1),transformation,4314,4258,IfAG-Deu W,1,2326,For applications with an accuracy at 5 m level.,5,9607,,,Mean of 69 stations. May be taken as approximate tfm DHDN to WGS 84 (code 1673). Note: later higher accuracy tfms have been published using the Position Vector method. This tfm has been republished in that form with signs of the rotations reversed.,Institute for Cartography and Geodesy; Leipzig.,EPSG,2005-05-27,2000.72 2004.09 2005.18,1,0
+1309,DHDN to ETRS89 (1),transformation,4314,4258,IfAG-Deu W,1,2326,For applications with an accuracy at 5 m level.,5,9607,,,Mean of 69 stations. May be taken as approximate tfm DHDN to WGS 84 (code 1673). Replaced by DHDN to ETRS89 (2) (tfm code 1776) and regional higher accuracy tfms. Note: these later tfms have been published using the Position Vector method.,Institute for Cartography and Geodesy; Leipzig.,EPSG,2007-03-22,2000.72 2004.09 2005.18 2007.043,1,0
1310,Pulkovo 1942 to ETRS89 (1),transformation,4284,4258,IfAG-Deu E,1,1343,Residuals under 2 m.,2,9607,,,Mean of 20 stations.,Institute for Cartography and Geodesy; Leipzig.,EPSG,2000-10-19,2000.72,1,1
-1311,ED50 to WGS 84 (Common Offshore),transformation,4230,4326,UKOOA-CO,18,2342,Recommended transformation for UKCS and IrishCS petroleum purposes.,1,9606,,,Based on ED50 to WGS72 (precise ephemeris) 6-nations agreement of 1981 to which precise to broadcast and broadcast to WGS 84 transformations have been concatenated.,The Hydrographic Journal; vol 52 page 50.,EPSG,2004-09-01,2004.48,1,0
-1312,NAD27 to NAD83 (3),transformation,4267,4269,GC-Can NT1,3,1061,Historic record only - now superseded - see remarks.,1,9614,,,Uses NTv1 method. Superseded in Quebec by code 1462 and elsewhere in 1997 by NTv2 (transformation code 1313). Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geomatics Canada - Geodetic Survey Division.,EPSG,2000-03-07,98.57 2000.14,1,0
-1313,NAD27 to NAD83 (4),transformation,4267,4269,GC-Can NT2,4,1061,Accuracy 1-2 metres.,1.5,9615,,,Uses NTv2 data files. Supersedes NTv1 (transformation code 1312) except in Quebec. Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and (code 4269) have longitudes positive east.,http://www.geod.nrcan.gc.ca/products/html-public/GSDapps/English/NTv2_Fact_Sheet.html,EPSG,2000-03-07,98.57 2000.14,1,0
-1314,OSGB 1936 to WGS 84 (Petroleum),transformation,4277,4326,UKOOA-Pet,6,2394,Oil exploration. Accuracy better than 4m and generally better than 2m.,2,9606,,,For a more accurate transformation see OSGB 1936 / British National Grid to ETRS89 (2) (code 1039): contact the Ordnance Survey of Great Britain (http://www.gps.gov.uk/gpssurveying.asp) for details.,UK Offshore Operators Association. Also at EuroGeographics at http://crs.bkg.bund.de/crs-eu,EPSG,2005-05-27,2002.62 2005.18,1,0
+1311,ED50 to WGS 84 (18),transformation,4230,4326,UKOOA-CO,18,2342,Recommended transformation for UKCS and IrishCS petroleum purposes.,1,9606,,,Based on ED50 to WGS72 (precise ephemeris) 6-nations agreement of 1981 to which precise to broadcast and broadcast to WGS 84 transformations have been concatenated.,The Hydrographic Journal; vol 52 page 50.,EPSG,2006-10-13,2004.48 2006.89,1,0
+1312,NAD27 to NAD83 (3),transformation,4267,4269,GC-Can NT1,3,1061,Historic record only - now superseded - see remarks.,1,9614,,,Uses NTv1 method. Replaced in Quebec by code 1462 and elsewhere in 1997 by NTv2 (transformation code 1313). Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geomatics Canada - Geodetic Survey Division.,EPSG,2007-03-22,98.57 2000.14 2007.043,1,0
+1313,NAD27 to NAD83 (4),transformation,4267,4269,GC-Can NT2,4,1061,Accuracy 1-2 metres.,1.5,9615,,,Uses NTv2 data files. Replaces NTv1 (transformation code 1312) except in Quebec. Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and (code 4269) have longitudes positive east. May be used as tfm to WGS 84 - see code 1693.,http://www.geod.nrcan.gc.ca/products/html-public/GSDapps/English/NTv2_Fact_Sheet.html,EPSG,2006-12-29,98.57 2000.14 2006.993,1,0
+1314,OSGB 1936 to WGS 84 (6),transformation,4277,4326,UKOOA-Pet,6,2394,Oil exploration. Accuracy better than 4m and generally better than 2m.,2,9606,,,For a more accurate transformation see OSGB 1936 / British National Grid to ETRS89 (2) (code 1039): contact the Ordnance Survey of Great Britain (http://www.gps.gov.uk/gpssurveying.asp) for details.,UK Offshore Operators Association. Also at EuroGeographics at http://crs.bkg.bund.de/crs-eu,EPSG,2005-05-27,2002.62 2005.18,1,0
1315,OSGB 1936 to ED50 (UKOOA),transformation,4277,4230,UKOOA-UKCS,1,2394,For oil exploration. Accuracy better than 4m and generally better than 2m.,2,9606,,,This transformation is concatenated from OSGB36 to WGS 84 (Petroleum) (code 1314) minus ED50 to WGS 84 (Common Offshore) (code 1311).,UK Offshore Operators Association.,EPSG,1998-11-11,,1,0
1316,Manoca to WGS 84 (1),transformation,4260,4326,SCS-Cmr,1,1060,?,999,9603,,,,Stolt Comex Seaway and Geoid for Elf.,EPSG,1998-11-11,,1,1
1317,Camacupa to WGS 72BE (1),transformation,4220,4324,GSI-Ago,1,1604,Oil exploration.,10,9603,,,Derived by Geophysical Services Inc. in 1979 from mean of Transit results at 7 stations.,EPSG,EPSG,1998-11-11,,1,0
1318,Camacupa to WGS 84 (1),transformation,4220,4326,CON-Ago B5,1,2316,Used for oil exploration by Conoco.,10,9603,,,,EPSG,EPSG,1998-11-11,,1,0
1319,Camacupa to WGS 84 (2),transformation,4220,4326,TEX-Ago B2,2,2317,Used for oil exploration by Texaco.,25,9603,,,,EPSG,EPSG,1998-11-11,,1,0
-1320,Camacupa to WGS 84 (3),transformation,4220,4326,SHL-Ago old,3,2321,Used by Shell prior to 1994.,10,9606,,,Superseded by Camacupa to WGS 84 (9).,EPSG,EPSG,1998-12-14,98.56,1,0
-1321,Camacupa to WGS 84 (4),transformation,4220,4326,GSI-Ago,4,2320,Used for oil exploration.,10,9603,,,"Derived as mean of 123 Transit passes at station Cabo Ledo NE base in November 1990. Used by Elf for block 7 up to December 1992 then superseded by Camacupa to WGS 84 (7). Used by Total in block 8, ExxonMobil block 24, Western Geophysical for spec. data.",EPSG,EPSG,2000-03-07,2000.16,1,0
-1322,Camacupa to WGS 84 (5),transformation,4220,4326,ELF-Ago B3 old,5,2318,Used for oil exploration by Elf for block 3 up to December 1992 then superseded by Camacupa to WGS 84 (7).,3,9603,,,Derived at station Djeno during coordination of platform PAL F2 in February 1992.,EPSG,EPSG,1998-11-11,,1,0
+1320,Camacupa to WGS 84 (3),transformation,4220,4326,SHL-Ago old,3,2321,Oil exploration prior to 1994.,10,9606,,,Replaced by Camacupa to WGS 84 (9). Used by Shell prior to 1994.,EPSG,EPSG,2007-03-22,98.56 2007.043,1,0
+1321,Camacupa to WGS 84 (4),transformation,4220,4326,GSI-Ago,4,2320,Oil exploration.,10,9603,,,"Derived as mean of 123 Transit passes at station Cabo Ledo NE base in November 1990. Used by Elf for block 7 up to December 1992 then replaced by Camacupa to WGS 84 (7). Used by Total in block 8, ExxonMobil block 24, Western Geophysical for spec. data.",EPSG,EPSG,2007-03-22,2000.16 2007.043,1,0
+1322,Camacupa to WGS 84 (5),transformation,4220,4326,ELF-Ago B3 old,5,2318,Oil exploration.,3,9603,,,Derived at station Djeno during coordination of platform PAL F2 in February 1992. Used by Elf for block 3 up to December 1992 then replaced by Camacupa to WGS 84 (7).,EPSG,EPSG,2007-03-22,2007.043,1,0
1323,Camacupa to WGS 84 (6),transformation,4220,4326,ELF-Ago B7 old,6,2319,Used for oil exploration by Elf for 1993 block 7 shallow water survey.,8,9603,,,Derived at Luanda observatory December 1992.,EPSG,EPSG,1998-11-11,,1,0
-1324,Camacupa to WGS 84 (7),transformation,4220,4326,ELF-Ago B15,7,2322,"Used for oil exploration by Elf for blocks 3, 7 and 17 between December 1992 and 1994 then superseded by Camacupa to WGS 84 (10). Used by Exxon for block 15 since 1993.",3,9603,,,Derived at platform PAL F2 in December 1992.,EPSG,EPSG,1998-11-11,,1,0
-1325,Camacupa to WGS 84 (8),transformation,4220,4326,ELF-Ago B2 old,8,2317,Used for oil exploration by Total for block 2 between December 1992 and 1994 then superseded by Camacupa to WGS 84 (10).,3,9603,,,Derived at platform PAL F2 in December 1992.,EPSG,EPSG,1998-11-11,,1,0
-1326,Camacupa to WGS 84 (9),transformation,4220,4326,SHL-Ago B16,9,2323,Used by Shell since 1994.,10,9606,,,Derived by GPS on two Topnav DGPS reference stations at Djeno and Luanda. Supersedes Camacupa to WGS 84 (3).,EPSG,EPSG,1998-12-14,98.56,1,0
+1324,Camacupa to WGS 84 (7),transformation,4220,4326,ELF-Ago B15,7,2322,"Used for oil exploration by Elf for blocks 3, 7 and 17 between December 1992 and 1994 then superseded by Camacupa to WGS 84 (10). Used by Exxon for block 15 since 1993.",3,9603,,,Derived at platform PAL F2 in December 1992.,EPSG,EPSG,2007-03-22,2007.043,1,0
+1325,Camacupa to WGS 84 (8),transformation,4220,4326,ELF-Ago B2 old,8,2317,Oil exploration between December 1992 and 1994.,3,9603,,,Derived at platform PAL F2 in December 1992. Used by Total for block 2 between December 1992 and 1994 then replaced by Camacupa to WGS 84 (10).,EPSG,EPSG,2007-03-22,2007.043,1,0
+1326,Camacupa to WGS 84 (9),transformation,4220,4326,SHL-Ago B16,9,2323,Used by Shell since 1994.,10,9606,,,Derived by GPS on two Topnav DGPS reference stations at Djeno and Luanda. Replaces Camacupa to WGS 84 (3).,EPSG,EPSG,2007-03-22,98.56 2007.043,1,0
1327,Camacupa to WGS 84 (10),transformation,4220,4326,ELF-Ago N,10,2324,Used for oil exploration by Elf in blocks 3 and 17 since 1994. Used by Total in block 2 since 1994. Adopted by BP-Amoco Elf and Exxon for blocks 31-33.,5,9603,,,Derived at platform PAL F2 in 1994 by Topnav using Doris.,EPSG,EPSG,1998-11-11,,1,0
1328,Malongo 1987 to Mhast (1),transformation,4259,4264,CHV-Ago Cab,1,1317,Used for oil exploration.,0,9603,,,Malongo 1987 is an offshore extension of Mhast adopted by Chevron in 1987.,EPSG,EPSG,1998-11-11,,1,1
1329,Mhast to WGS 84 (1),transformation,4264,4326,CHV-Ago Cab,1,1317,"Used for oil exploration by Chevron until superseded in 1990 by trf Malongo 1987 to WGS 84 (2), code 1557.",10,9603,,,"Superseded in 1990 by trf Malongo 1987 to WGS 84 (2), code 1557. Malongo 1987 is an offshore extension of the Mhast cooordinate system.",Chevron.,EPSG,1998-11-11,,1,1
-1330,Malongo 1987 to WGS 84 (1),transformation,4259,4326,CHV-Ago Cab89,1,3180,Offshore oil exploration and production between April 1989 and June 1990.,10,9603,,,Derived at Station Y in April 1989 using 572 transit satellite passes. Computed value for dZ was -96.42 but -96.38 has been utilised. Supersedes Malongo 1987 to WGS 84 (3) (code 15791). Superseded by Malongo 1987 to WGS 84 (2) (code 1557) in 1990.,Chevron.,EPSG,1998-11-11,,1,0
+1330,Malongo 1987 to WGS 84 (1),transformation,4259,4326,CHV-Ago Cab89,1,3180,Offshore oil exploration and production between April 1989 and June 1990.,10,9603,,,Derived at Station Y in April 1989 using 572 transit satellite passes. Computed value for dZ was -96.42 but -96.38 has been utilised. Replaced Malongo 1987 to WGS 84 (3) (code 15791) in 1989. Replaced by Malongo 1987 to WGS 84 (2) (code 1557) in 1990.,Chevron.,EPSG,2007-03-22,2007.043,1,0
1331,EST92 to ETRS89 (1),transformation,4133,4258,UT-Est,1,1090,?,0.1,9607,,,,http://www.geo.ut.ee/,EPSG,2005-09-29,2000.72 2005.46,1,0
1332,Pulkovo 1942 to EST92 (1),transformation,4284,4133,UT-Est,1,1090,?,9,9607,,,,http://www.geo.ut.ee/,EPSG,2005-09-29,2005.46,1,0
1333,EST92 to WGS 84 (1),transformation,4133,4326,UT-Est,1,1090,?,0.5,9607,,,,http://www.geo.ut.ee/,EPSG,2005-09-29,2005.46,1,0
1334,Pulkovo 1942 to WGS 84 (12),transformation,4284,4326,UT-Est,12,1090,?,9,9607,,,,http://www.geo.ut.ee/,EPSG,2005-09-29,2005.46,1,0
1335,Tokyo to WGS 84 (6),transformation,4301,4326,GSI-Jpn 452141,6,2425,For medium accuracy.,2,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2005-09-29,2005.46,1,1
-1336,Tokyo + JSLD to WGS 84 (7),transformation,7414,4326,GSI-Jpn 452142,7,2426,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1337,Tokyo + JSLD to WGS 84 (8),transformation,7414,4326,GSI-Jpn 444141,8,2427,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1338,Tokyo + JSLD to WGS 84 (9),transformation,7414,4326,GSI-Jpn 444142,9,2428,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1339,Tokyo + JSLD to WGS 84 (10),transformation,7414,4326,GSI-Jpn 440141,10,2429,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1340,Tokyo + JSLD to WGS 84 (11),transformation,7414,4326,GSI-Jpn 440142,11,2430,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1341,Tokyo + JSLD to WGS 84 (12),transformation,7414,4326,GSI-Jpn 440143,12,2431,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1342,Tokyo + JSLD to WGS 84 (13),transformation,7414,4326,GSI-Jpn 440144,13,2432,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1343,Tokyo + JSLD to WGS 84 (14),transformation,7414,4326,GSI-Jpn 432141,14,2433,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1344,Tokyo + JSLD to WGS 84 (15),transformation,7414,4326,GSI-Jpn 432142,15,2434,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1345,Tokyo + JSLD to WGS 84 (16),transformation,7414,4326,GSI-Jpn 432143,16,2435,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1346,Tokyo + JSLD to WGS 84 (17),transformation,7414,4326,GSI-Jpn 432144,17,2436,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1347,Tokyo + JSLD to WGS 84 (18),transformation,7414,4326,GSI-Jpn 432145,18,2437,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1348,Tokyo + JSLD to WGS 84 (19),transformation,7414,4326,GSI-Jpn 424140,19,2438,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1349,Tokyo + JSLD to WGS 84 (20),transformation,7414,4326,GSI-Jpn 424141,20,2439,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,99.77 2002.08 2004.38,1,0
-1350,Tokyo + JSLD to WGS 84 (21),transformation,7414,4326,GSI-Jpn 424142,21,2440,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1351,Tokyo + JSLD to WGS 84 (22),transformation,7414,4326,GSI-Jpn 424143,22,2441,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1352,Tokyo + JSLD to WGS 84 (23),transformation,7414,4326,GSI-Jpn 424144,23,2442,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1353,Tokyo + JSLD to WGS 84 (24),transformation,7414,4326,GSI-Jpn 424145,24,2443,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1354,Tokyo + JSLD to WGS 84 (25),transformation,7414,4326,GSI-Jpn 420139,25,2444,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1355,Tokyo + JSLD to WGS 84 (26),transformation,7414,4326,GSI-Jpn 420140,26,2445,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1356,Tokyo + JSLD to WGS 84 (27),transformation,7414,4326,GSI-Jpn 420141,27,2446,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1357,Tokyo + JSLD to WGS 84 (28),transformation,7414,4326,GSI-Jpn 420142,28,2447,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1358,Tokyo + JSLD to WGS 84 (29),transformation,7414,4326,GSI-Jpn 420143,29,2448,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1359,Tokyo + JSLD to WGS 84 (30),transformation,7414,4326,GSI-Jpn 412140,30,2449,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1360,Tokyo + JSLD to WGS 84 (31),transformation,7414,4326,GSI-Jpn 412141,31,2450,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1361,Tokyo + JSLD to WGS 84 (32),transformation,7414,4326,GSI-Jpn 404140,32,2451,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1362,Tokyo + JSLD to WGS 84 (33),transformation,7414,4326,GSI-Jpn 404141,33,2452,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1363,Tokyo + JSLD to WGS 84 (34),transformation,7414,4326,GSI-Jpn 400139,34,2453,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1364,Tokyo + JSLD to WGS 84 (35),transformation,7414,4326,GSI-Jpn 400140,35,2454,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1365,Tokyo + JSLD to WGS 84 (36),transformation,7414,4326,GSI-Jpn 400141,36,2455,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1366,Tokyo + JSLD to WGS 84 (37),transformation,7414,4326,GSI-Jpn 392139,37,2456,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1367,Tokyo + JSLD to WGS 84 (38),transformation,7414,4326,GSI-Jpn 392140,38,2457,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1368,Tokyo + JSLD to WGS 84 (39),transformation,7414,4326,GSI-Jpn 392141,39,2458,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1369,Tokyo + JSLD to WGS 84 (40),transformation,7414,4326,GSI-Jpn 384139,40,2459,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1370,Tokyo + JSLD to WGS 84 (41),transformation,7414,4326,GSI-Jpn 384140,41,2460,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1371,Tokyo + JSLD to WGS 84 (42),transformation,7414,4326,GSI-Jpn 384141,42,2461,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1372,Tokyo + JSLD to WGS 84 (43),transformation,7414,4326,GSI-Jpn 380139,43,2462,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1373,Tokyo + JSLD to WGS 84 (44),transformation,7414,4326,GSI-Jpn 380140,44,2463,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1374,Tokyo + JSLD to WGS 84 (45),transformation,7414,4326,GSI-Jpn 380141,45,2464,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1375,Tokyo + JSLD to WGS 84 (46),transformation,7414,4326,GSI-Jpn 372136,46,2465,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1376,Tokyo + JSLD to WGS 84 (47),transformation,7414,4326,GSI-Jpn 372137,47,2466,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1377,Tokyo + JSLD to WGS 84 (48),transformation,7414,4326,GSI-Jpn 372138,48,2467,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1378,Tokyo + JSLD to WGS 84 (49),transformation,7414,4326,GSI-Jpn 372139,49,2468,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1379,Tokyo + JSLD to WGS 84 (50),transformation,7414,4326,GSI-Jpn 372140,50,2469,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1380,Tokyo + JSLD to WGS 84 (51),transformation,7414,4326,GSI-Jpn 372141,51,2470,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1381,Tokyo + JSLD to WGS 84 (52),transformation,7414,4326,GSI-Jpn 364136,52,2471,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1382,Tokyo + JSLD to WGS 84 (53),transformation,7414,4326,GSI-Jpn 364137,53,2472,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1383,Tokyo + JSLD to WGS 84 (54),transformation,7414,4326,GSI-Jpn 364138,54,2473,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1384,Tokyo + JSLD to WGS 84 (55),transformation,7414,4326,GSI-Jpn 364139,55,2474,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1385,Tokyo + JSLD to WGS 84 (56),transformation,7414,4326,GSI-Jpn 364140,56,2475,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1386,Tokyo + JSLD to WGS 84 (57),transformation,7414,4326,GSI-Jpn 360136,57,2476,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1387,Tokyo + JSLD to WGS 84 (58),transformation,7414,4326,GSI-Jpn 360137,58,2477,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1388,Tokyo + JSLD to WGS 84 (59),transformation,7414,4326,GSI-Jpn 360138,59,2478,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1389,Tokyo + JSLD to WGS 84 (60),transformation,7414,4326,GSI-Jpn 360139,60,2479,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1390,Tokyo + JSLD to WGS 84 (61),transformation,7414,4326,GSI-Jpn 360140,61,2480,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1391,Tokyo + JSLD to WGS 84 (62),transformation,7414,4326,GSI-Jpn 352132,62,2481,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1392,Tokyo + JSLD to WGS 84 (63),transformation,7414,4979,GSI-Jpn 352133,63,2482,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1393,Tokyo + JSLD to WGS 84 (64),transformation,7414,4326,GSI-Jpn 352134,64,2483,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1394,Tokyo + JSLD to WGS 84 (65),transformation,7414,4326,GSI-Jpn 352135,65,2484,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1395,Tokyo + JSLD to WGS 84 (66),transformation,7414,4326,GSI-Jpn 352136,66,2485,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1396,Tokyo + JSLD to WGS 84 (67),transformation,7414,4326,GSI-Jpn 352137,67,2486,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1397,Tokyo + JSLD to WGS 84 (68),transformation,7414,4326,GSI-Jpn 352138,68,2487,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1398,Tokyo + JSLD to WGS 84 (69),transformation,7414,4326,GSI-Jpn 352139,69,2488,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1399,Tokyo + JSLD to WGS 84 (70),transformation,7414,4326,GSI-Jpn 352140,70,2489,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1400,Tokyo + JSLD to WGS 84 (71),transformation,7414,4326,GSI-Jpn 344132,71,2490,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1401,Tokyo + JSLD to WGS 84 (72),transformation,7414,4326,GSI-Jpn 344133,72,2491,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1402,Tokyo + JSLD to WGS 84 (73),transformation,7414,4326,GSI-Jpn 344134,73,2492,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1403,Tokyo + JSLD to WGS 84 (74),transformation,7414,4326,GSI-Jpn 344135,74,2493,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1404,Tokyo + JSLD to WGS 84 (75),transformation,7414,4326,GSI-Jpn 344136,75,2494,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1405,Tokyo + JSLD to WGS 84 (76),transformation,7414,4326,GSI-Jpn 344137,76,2495,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1406,Tokyo + JSLD to WGS 84 (77),transformation,7414,4326,GSI-Jpn 344138,77,2496,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1407,Tokyo + JSLD to WGS 84