Update EPSG db to v8.9 OSGeo#6625

git-svn-id: https://svn.osgeo.org/gdal/trunk@35131 f0d54148-0727-0410-94bb-9a71ac55c965

gdal/data/gdal_datum.csv

@@ -88,7 +88,7 @@ http://www.maanmittauslaitos.fi",OGP,"2009/02/21",2008.112,0,
 1109,Cais da Vila do Porto,vertical,"Mean Sea Level during 1965 at Cais da Vila, Porto.",1965,,,4126,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"General Directorate of Land, http://www.dgterritorio.pt/",OGP,"2013/04/10",2013.010,0,
 1110,Ponta Delgada,vertical,Mean Sea Level during 1991 at Ponta Delgada.,1991,,,2871,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"General Directorate of Land, http://www.dgterritorio.pt/",OGP,"2013/04/10",2013.010,0,
 1111,Nepal 1981,geodetic,"Fundamental point: Station 12/157 Nagarkot. Latitude: 27°41'31.04""N, longitude: 85°31'20.23""E (of Greenwich).",1981,7015,8901,1171,"Geodetic survey, topographic mapping.",,Nepal Survey Department www.dos.gov.np and Nepalese Journal on Geoinformatics June 2011.,OGP,"2013/06/26",2013.018,0,
-1112,Cyprus Geodetic Reference System 1993,geodetic,"Station Chionistra (Mount Troodos). Network scale and orientation determined by connection of six stations to ITRF91 in Europe at epoch 1993.1.",1993,7030,8901,3236,Geodetic survey.,Replaces 1913 and 1935 datums.,"Cyprus Department of Lands and Surveys (DLS).",IOGP,"2015/09/28",2014.091,0,
+1112,Cyprus Geodetic Reference System 1993,geodetic,"Station Chionistra (Mount Troodos). Network scale and orientation determined by connection of six stations to ITRF91 in Europe at epoch 1993.1.",1993,7030,8901,3236,Survey plans and maps produced by DLS after 1993.,,"Cyprus Department of Lands and Surveys (DLS).",IOGP,"2016/02/15",2014.091 2016.008,0,
 1113,Reseau Geodesique des Terres Australes et Antarctiques Francaises 2007,geodetic,ITRF2005 at epoch 2007.274,2007,7019,8901,4246,"Geodetic survey, topographic mapping, engineering survey.","Replaces IGN 1963-64 on Amsterdam, Saint-Paul 1969 on St Paul, IGN64 on Crozet, MHM 1954 on Europa, IGN 1962 on Kerguelan, and Petrels 1972 and Perroud 1950 in Adelie Land.",IGN Paris.,IOGP,"2015/04/25",2015.027,0,
 1114,Israeli Geodetic Datum 2005,geodetic,"Defined by coordinates of 13 Active Positioning Network (APN) stations in ITRF2000 at epoch 2004.75. A further five APN stations were added in 2006.",2004,7030,8901,1126,Geodetic Survey.,"Replaces Israel 1993 (datum code 6141). Replaced by IGD05/12 (datum code 1115).",Survey of Israel.,IOGP,"2015/06/20",2015.020,0,
 1115,"Israeli Geodetic Datum 2005(2012)",geodetic,Datum updated in 2012 with four APN stations removed from definition. Coordinate epoch remains ITRF2000 at epoch 2004.75.,2004,7030,8901,1126,Geodetic Survey.,"Replaces IGD05 (datum code 1114).",Survey of Israel.,IOGP,"2015/06/20",2015.020,0,
@@ -128,6 +128,9 @@ http://www.maanmittauslaitos.fi",OGP,"2009/02/21",2008.112,0,
 1149,PNG08,vertical,"Mean sea level at 8 tide gauges around PNG, defined through application of PNG08 geoid model (transformation code 7655) to PNG94 (CRS code 5545).",2011,,,4384,Geodetic survey.,,"Quickclose Geomatics on behalf of Geodetic Section, PNG Office of the Surveyor-General.",IOGP,"2015/11/05",2015.052,0,
 1150,Kumul 34,vertical,"Kumul Platform Station 34. Propagated through bilinear interpolation of EGM96 geoid model (transformation code 10084) reduced to Kumul 34 by offset of -0.87m.",,,,4013,Engineering survey.,,Quickclose Geomatics.,IOGP,"2015/11/05",2015.052,0,
 1151,Kiunga,vertical,"PSM 9465 at Kiunga Airport. Propagated through bilinear interpolation of EGM2008 geoid model (transformation code 3858) reduced to PSM 9465 by offset of -3.0m.",,,,4383,Engineering survey.,,Quickclose Geomatics.,IOGP,"2015/11/05",2015.052,0,
+1160,Kyrgyzstan Geodetic Datum 2006,geodetic,6 stations of the Kyrgyzstan zero-order network tied to ITRF2005 at epoch 2006.70.,2006,7019,8901,1137,Geodetic Survey.,"The accuracy in the connection to ITRF2005 is estimated to be 5 mm in horizontal and 10-20 mm in height (95% confidence).",GosCartographia.,IOGP,"2015/12/17",2015.064,0,
+1161,Deutsches Haupthoehennetz 1912,vertical,"Height of reference point ""Normalnullpunkt"" at Berlin Observatory defined as 37.000m above MSL in 1879 (transferred to benchmarks near Hoppegarten in Müncheberg in 1912). Datum at Normaal Amsterdams Peil (NAP) is mean high tide in 1684.",1912,,,3339,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal-orthometric heights.,"Landesamt für Digitalisierung, Breitband und Vermessung of Bavaria.",IOGP,"2015/12/20",2015.067,0,
+1162,Latvian Height System 2000,vertical,Latvian realisation of EVRF2007. Observed from 2000-2010 and reduced to epoch 2000.5 using empirical land uplift model of Latvia. EVRF2007 heights of 16 points around Latvia held fixed.,2005,,,3268,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights.,"Latvian Geospatial Information Agency via Eurogeographics, http://www.crs-geo.eu/",IOGP,"2015/12/20",2015.070,0,
 5100,Mean Sea Level,vertical,"The average height of the surface of the sea at a tide station for all stages of the tide over a 19-year period, usually determined from hourly height readings measured from a fixed predetermined reference level.",,,,1262,Hydrography.,"Approximates geoid. Users are advised to not use this generic vertical datum but to define explicit realisations of MSL by specifying location and epoch, for instance ""MSL at xxx during yyyy-yyyy"".","IHO Dictionary, S-32, 5th Edition, 3156.",OGP,"2012/08/10",2011.047,0,"D_Mean_Sea_Level"
 5101,Ordnance Datum Newlyn,vertical,Mean Sea Level at Newlyn between 1915 and 1921.,,,,2792,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,"2004/06/16",2004.100,0,"D_Ordnance_Datum_Newlyn"
 5102,National Geodetic Vertical Datum 1929,vertical,26 tide gauges in the US and Canada.,1929,,,1323,"Topographic mapping, geodetic survey.",Normal orthometric heights.,,OGP,"1996/09/12",,0,
@@ -211,7 +214,7 @@ http://www.maanmittauslaitos.fi",OGP,"2010/05/02",2008.112,0,
 5180,Alicante,vertical,Mean Sea Level at Alicante between 1870 and 1882.,,,,4188,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,"2015/01/28",2014.095,0,
 5181,Deutsches Haupthoehennetz 1992,vertical,"Network adjusted in 1992. Geopotential number at reference point Wallenhorst defined as value from the UELN-73/86 adjustment. Datum at Normaal Amsterdams Peil (NAP) is mean high tide in 1684.",1992,,,3339,"Geodetic survey, topographic mapping, engineering survey.",Replaces DHHN85 in West Germany and SNN76 in East Germany. Uses Normal heights.,"Bundesamt für Kartographie und Geodäsie (BKG), http://crs.bkg.bund.de/crs-eu/",OGP,"2011/08/03",2011.071,0,
 5182,Deutsches Haupthoehennetz 1985,vertical,"Network adjusted in 1985. Height of reference point Wallenhorst defined as value from 1928 adjustment. Datum at Normaal Amsterdams Peil (NAP) is mean high tide in 1684.",1985,,,2326,"Geodetic survey, topographic mapping, engineering survey.",Replaced by DHHN92. Uses Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,"2011/08/03",2011.071,0,
-5183,SNN76,vertical,Network adjusted in 1976. Height at reference point Hoppegarten defined as 1957 value from the UPLN adjustment. Datum at Kronstadt is mean sea level of Baltic in 1833.,1976,,,1343,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights. Replaced by DHHN92.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,"2004/03/09",,0,
+5183,Staatlichen Nivellementnetzes 1976,vertical,Network adjusted in 1976. Height at reference point Hoppegarten defined as 1957 value from the UPLN adjustment. Datum at Kronstadt is mean sea level of Baltic in 1833.,1976,,,1343,"Geodetic survey, topographic mapping, engineering survey.",Introduced in 1979. Uses Normal heights. Replaced by DHHN92.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",IOGP,"2015/12/30",2015.067,0,
 5184,Baltic 1982,vertical,Network adjusted in 1982. Height at reference point Varna defined as 1958 value from the UPLN adjustment. Datum at Kronstadt is mean sea level of Baltic in 1833.,1982,,,3224,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,"2004/03/09",,0,
 5185,Baltic 1980,vertical,,,,,1119,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,"2004/03/09",,0,
 5186,Kuwait PWD,vertical,"Mean Low Low Water (MLLW) at Kuwait City.",,,,3267,Municipality and military purposes.,Approximately 1.03m below MSL.,Kuwait Oil Company.,OGP,"2004/06/16",,0,

gdal/data/unit_of_measure.csv

@@ -4,7 +4,10 @@ uom_code,unit_of_meas_name,unit_of_meas_type,target_uom_code,factor_b,factor_c,r
 1026,metres per second,length,1026,1,1,Length rate.,OGP,IOGP,2015/11/25,2013.021 2015.062,0
 1027,millimetres per year,length,1026,1,31556925445,"Year taken to be IUGS definition of 31556925.445 seconds; see UoM code 1029.",ISO 1000.,OGP,2013/09/02,2013.021 2013.042,0
 1028,parts per billion,scale,9201,1,1000000000,"Billion is internationally ambiguous, in different languages being 1E+9 and 1E+12. One billion taken here to be 1E+9.",OGP,OGP,2013/05/29,2013.021,0
+1029,year,time,1040,31556925.445,1,,"International Union of Geological Sciences (IUGS) and International Union of Pure and Applied Chemistry (IUPAC). Pure Appl. Chem., Vol. 83, No. 5, pp. 1159–1162, 2011.",OGP,2013/05/28,2013.021,0
+1030,parts per billion per year,scale,1036,1,3.1556925445e+16,"Year taken to be IUGS definition of 31556925.445 seconds; see UoM code 1029. Billion is internationally ambiguous, in different languages being 1E+9 and 1E+12. One billion taken here to be 1E+9.",ISO 1000.,IOGP,2015/06/24,2013.021 2013.042 2013.067 2015.036,0
 1031,milliarc-second,angle,9101,3.14159265358979,648000000,= ((pi/180) / 3600 / 1000) radians,,IOGP,2015/11/25,2013.021 2015.062,0
+1032,milliarc-seconds per year,angle,1035,3.14159265358979,2.044888768836e+16,"= ((pi/180) / 3600 / 1000) radians per year. Year taken to be IUGS definition of 31556925.445 seconds; see UoM code 1029.",,OGP,2013/09/02,2013.021 2013.042,0
 1033,centimetre,length,9001,1,100,,ISO 1000.,IOGP,2015/11/25,2013.021 2015.062,0
 1034,centimetres per year,length,1026,1,3155692544.5,"Year taken to be IUGS definition of 31556925.445 seconds; see UoM code 1029.",ISO 1000.,OGP,2013/09/02,2013.021 2013.042,0
 1035,radians per second,angle,1035,1,1,Angle rate.,OGP,IOGP,2015/11/25,2013.021 2015.062,0