5 Coordinate Reference Systems

Transcription

1 5 Coordinate Reference Systems 5.1 Overview The INSPIRE theme Coordinate reference systems (CRS) provides a harmonised specification for uniquely referencing spatial information, either using three-dimensional, two-dimensional or compound coordinate reference systems for determining the horizontal and vertical components. This document also provides the specification for the map projections to be used for geo-referencing the spatial information in plane coordinates. The mandated CRS can be used for any kind of information/resolution/accuracy; the resolution and accuracy of data are out of scope of the theme CRS. For data sets with low positional accuracy, the original CRS of the data set may sometimes be considered equivalent to the mandated CRS. It is recommended that the data set provider consults the experts in the Member States (MS) to evaluate the need to transform the data sets from the original CRS to the mandated CRS. The decision for the maintenance of the data sets in its original CRS or in the mandated CRS will be taken according to the MS and the INSPIRE regulations. The accuracy of the data sets resulting from transformations and conversion formulas are out of scope of the theme CRS. The accuracy of the data sets must be documented by the data set provider according to all the aspects that contribute to it, namely the original data accuracy and the accuracy of the conversions, transformations and other aspects involved with the management of the data. There are themes for which data are expressed in linear systems for the horizontal component or on non-length-based vertical systems like pressure, density, for the vertical component. This kind of referencing is parametric. In general the referencing by parameters is out of scope of the theme CRS. It is recommended to associate the parameters with the specific data according to EN ISO (Extension for parametric values). Atmospheric and oceanographic communities use specific parametric reference systems for the expression of the vertical component. In the free ocean depths, observations of temperature, salinity etc. have no direct height measure. Pressure is the parametric reference system used and any measure of depth is an approximation or inferred value based on the vertical profile. In contrast, in the free atmosphere aircraft use barometric pressure, scaled as heights according to the International Standard Atmosphere (defined by ISO 2533:1975) and appropriately calibrated to a surface datum to ensure separation. Relative height differences measured by pressure are not appreciably affected by changes in the actual surface pressure (no direct height measurements are used). Therefore parametric references using barometric pressure converted to height are adopted for INSPIRE in this specification to express the vertical component in the free atmosphere. These reference systems has been refined by the respective INSPIRE TWGs of annex II and III themes. Specifying systems with more general parametric elements is out of scope. Nevertheless when such systems are used it is recommended that they should be appropriately specified and referenced. Finally, there are themes that may require temporal references. Such reference systems are also out of scope of the theme CRS. 5.2 General description Geodetic Coordinate Reference Systems (CRS) define the constants and parameters needed for geodetic datums, and are required for uniquely referencing spatial information in space as a set of coordinates (X, Y, Z) and/or latitude (φ), longitude (λ) and either ellipsoidal (h) or gravity-related

2 height (H). The datums include horizontal datum for φ and λ and a vertical datum to express either ellipsoidal or gravity-related heights, to form a compound coordinate reference system. The set of coordinates (φ, λ, h) can be derived from the space set of coordinates (X, Y, Z) using a suitable reference ellipsoid. The GRS80 ellipsoid is adopted for this purpose. Plane coordinates may be derived from latitude and longitude using suitable cartographic projections. 5.3 Datums for three-dimensional and two-dimensional coordinate reference systems This section specifies the datums required for the provision of INSPIRE data using two-dimensional or three-dimensional CRS Geodetic reference systems The coordinate reference systems used in the majority of the European region are linked to the Eurasian tectonic plate. The European Terrestrial Reference System 1989 (ETRS89) is in principle tied to the stable part of this plate. Since Directive 2007/2/EC also affects areas that are not on the Eurasian tectonic plate, it is necessary that the rules concerning coordinate reference systems take also into account areas that are not considered to be on the Eurasian tectonic plate. This kind of situation occurs, for example, in the European countries' overseas territories. The International Terrestrial Reference System (ITRS) [IERS] is presently the recommended Terrestrial Reference System (TRS) for the whole geo-science community, through a resolution adopted by the International Union of Geodesy and Geophysics (IUGG) during its General Assembly of Perugia in The primary realisations of ITRS are created through an optimal combined use of space geodetic techniques; they are released to the international community and labelled International Terrestrial Reference Frames: (ITRFyy). These primary realisations are also densified and disseminated through regional, national and local terrestrial geodetic networks. The European Terrestrial Reference System 1989 (ETRS89) [EUREF] is related to the ITRS and its realisations are designated by European Terrestrial Reference Frames: (ETRFyy). The WGS84 system designates a full set of geodetic standards, in which successive realisations of a unique TRS has been provided. The most recent WGS84 realisations are in agreement with the ITRF at the level of a few centimetres. In consequence, the WGS84 products (as concerning TRS issues) are considered as realisations of the ITRS. The WGS84 is linked to the ITRS. The MS have extended the ETRS89 to their continental and neighbour territories through their own realisations that are linked to the ETRFyy solutions. The European continental and neighbour territories of the MS constitute the geographical scope of the ETRS89. Annex II, Section 1.2 Datum for three-dimensional and two-dimensional coordinate reference systems For the three-dimensional and two-dimensional coordinate reference systems and the horizontal component of compound coordinate reference systems used for making spatial data sets available, the datum shall be the datum of the European Terrestrial Reference System 1989 (ETRS89) in areas within its geographical scope, or the datum of the International Terrestrial Reference System (ITRS) or other geodetic coordinate reference systems compliant with ITRS in areas that are outside the geographical scope of ETRS89. Compliant with the ITRS means that the system definition is based on the definition of the ITRS and there is a well documented relationship between both systems, according to EN ISO 19111:2007.

3 5.4 Coordinate reference systems This section specifies the different types of coordinate reference systems available for the provision of INSPIRE data at European level Three-dimensional coordinate reference systems Three-dimensional CRS are used to express both, the horizontal and the vertical components of geographical locations. This may be performed by means of: Cartesian CRS, where X, Y, and Z coordinates are used to define the location, or; Three-dimensional geodetic CRS, where latitude, longitude and ellipsoidal height define the location. The following requirement establishes the three-dimensional CRS which are allowed in the INSPIRE context. Annex II, Section 1.3 Coordinate Reference Systems Spatial data sets shall be made available using at least one of the coordinate reference systems specified in sections 1.3.1, and 1.3.3, unless one of the conditions specified in section holds Three-dimensional Coordinate Reference Systems Three-dimensional Cartesian coordinates based on a datum specified in 1.2 and using the parameters of the Geodetic Reference System 1980 (GRS80) ellipsoid. Three-dimensional geodetic coordinates (latitude, longitude and ellipsoidal height) based on a datum specified in 1.2 and using the parameters of the GRS80 ellipsoid. NOTE For the computation of latitude, longitude and ellipsoidal height, and for the computation of plane coordinates using a suitable mapping projection, it is proposed to use the parameters of the Geodetic Reference System 1980 (GRS80) ellipsoid (see below). The Geodetic Reference System has been adopted at the XVII General Assembly of the IUGG in Canberra, December Two-dimensional coordinate reference systems Two-dimensional CRS are used to express the horizontal component. This may be performed by means of: Two-dimensional geodetic CRS, where latitude and longitude on a reference ellipsoid are used to define the horizontal location, or; Plane CRS (suitable map projections), where a pair of coordinates - either (N, E) or (Y, X) - defines the horizontal location through the projection. The following requirement establishes the two-dimensional CRS which are allowed in the INSPIRE context. 1 See Geodetic Reference System 1980, Bulletin Géodésique, Vol 54:3, Republished (with corrections) in Moritz, H., 2000, Geodetic Reference System 1980, J. Geod., 74(1), pp , doi: /s

4 Annex II, Section 1.3 Coordinate Reference Systems Spatial data sets shall be made available using at least one of the coordinate reference systems specified in sections 1.3.1, and 1.3.3, unless one of the conditions specified in section holds Two-dimensional Coordinate Reference Systems Two-dimensional geodetic coordinates (latitude and longitude) based on a datum specified in 1.2 and using the parameters of the GRS80 ellipsoid. Plane coordinates using the ETRS89 Lambert Azimuthal Equal Area coordinate reference system. Plane coordinates using the ETRS89 Lambert Conformal Conic coordinate reference system. Plane coordinates using the ETRS89 Transverse Mercator coordinate reference system Map projections Map projections are used for geo-referencing spatial information in plane coordinates. Map projections are required to make possible the data delivery and exchange in this type of coordinates at the Pan-European level. Between December 2000 the Map Projections for Europe workshop 14 was organised to propose the map projections to be used for representation of data in plane coordinates in general applications. The use of the following projections was recommended: Lambert Azimuthal Equal Area (ETRS89-LAEA) for spatial analysis and display; Lambert Conformal Conic (ETRS89-LCC) for conformal pan-european mapping at scales smaller or equal to 1:500,000; Transverse Mercator (ETRS89-TMzn) for conformal pan-european mapping at scales larger than 1:500,000. These recommendations have been used by the European Commission (EC) for geo-referencing the data internally within the EC. For the representation of data in plane coordinates in general pan- European applications in continental Europe in the frame of INSPIRE, these projections are either mandated or recommended. For regions outside of continental Europe, for example for overseas MS territories, the MS shall define a map projection they consider most suitable for the application. The ETRS89-LAEA projection in INSPIRE is recommended for spatial analysis and reporting. The formulas of the above mentioned map projections are published in the proceedings of the Map Projections for Europe workshop (Marne-La Vallee, December 2000) and in the proceedings of the European Reference Grids workshop (Ispra, October 2003). For other map projections, see Snyder, John P: Map Projections A Working Manual (Snyder, 1987). The Transverse Mercator (ETRS89-TMzn) is identical to the Universal Transverse Mercator (UTM) grid system for the Northern hemisphere when applied to the ETRS89 geodetic datum and the GRS80 ellipsoid. The UTM system was developed for worldwide application between 80º S and 84º N.

5 Recommendation 1 For pan-european spatial analysis and reporting, where true area representation is required, the ETRS89-LAEA is recommended Recommendation 2 For conformal pan-european mapping at scales smaller than or equal to 1:500,000, the ETRS89-LCC is recommended Recommendation 3 For conformal pan-european mapping at scales larger than 1:500,000, the Transverse Mercator ETRS89-TMzn is recommended Recommendation 4 It is recommended that the projections referred in section of Annex II of Commission Regulation (EU) No 1089/2010) are available in INSPIRE transformation services. Users may benefit of INSPIRE download and transformation services to get and re-project datasets according their aims. Moreover, different INSPIRE themes or applications where INSPIRE compliant data is integrated should use appropriate map projections. This is especially important when analysis is being done in large scales Coordinate Reference Systems used in the View Network Service Annex II, Section 1.4 Coordinate Reference Systems used in the View Network Service For the display of spatial data sets with the view network service as specified in Regulation No 976/2009 2, at least the coordinate reference systems for two-dimensional geodetic coordinates (latitude, longitude) shall be available. To show geodetic coordinates on a planar two-dimensional map for the view service or other purposes, they need to be projected. For the relevant requirements and recommendations on the appropriate projection to be used please consult the View Service Technical Guidelines [ViewServiceTG]. NOTE As stated in section of ISO 19128:2005 [ISO 19128] (WMS 1.3.0): when the CRS parameter specifies a geographic coordinate reference system, the spatial data is internally projected using the Pseudo Plate Carrée coordinate operation method and thereafter transformed to an image coordinate reference system with the i axis parallel and proportional to longitude and the j axis parallel and proportional to latitude to enable direct screen rendering. The Plate-Carrée projection is one of the most simple and intuitive map projections for rendering spatial information on a two-dimensional map. It is a specific case of the equirectangular projection (also called equidistant cylindrical projection), which obtains a symmetric graticule by transforming meridians to vertical equally-spaced straight parallel lines half as long as the Equator, and parallels to horizontal equally-spaced straight lines perpendicular to and having the same spacing as meridians. The Poles become straight lines equal in length to the Equator. The projection is neither equal area nor conformal because of the distortions it introduces, having little use in navigation or cadastral mapping. However it is often used in thematic mapping of regional areas or of the whole world. In particular, the Plate Carrée has become a de facto standard for global raster datasets because of the particularly simple relationship between the position of an image pixel on the map and its corresponding geographic location on Earth. 2 OJ L 274, , p

6 For the display of spatial information on the screen the most important features are the ability of the application to give the pixel coordinates true projected coordinates and to facilitate the overlaying of different sources of spatial information, while taking into account the economic aspects of putting online spatial information from the Member States. The cost of using the equirectangular Plate Carrée for projecting is lower than other methods available, such as the Mercator cylindrical spherical projection Compound coordinate reference systems A compound CRS is a coordinate reference system that combines a two-dimensional CRS (the horizontal component) with a one-dimensional CRS (the vertical component). It allows unambiguous 3D geo-referencing. EXAMPLE Geodetic coordinates in ETRS89 using the GRS80 ellipsoid combined with heights in EVRS form a compound CRS For the horizontal component, any of the two-dimensional CRS specified in section may be used. This section lists the one-dimensional CRS that may be used as the vertical datum to express the vertical component (heights or depths) of compound reference systems. Different vertical reference systems are proposed for land areas, the free atmosphere and marine areas. These are explained in more detail in the following sub-sections. The following requirement specifies the allowed combinations of coordinate reference systems for the horizontal and the vertical components. Annex II, Section 1.3 Coordinate Reference Systems Spatial data sets shall be made available using at least one of the coordinate reference systems specified in sections 1.3.1, and 1.3.3, unless one of the conditions specified in section holds Compound Coordinate Reference Systems 1. For the horizontal component of the compound coordinate reference system, one of the coordinate reference systems specified in section shall be used. 2. For the vertical component, one of the following coordinate reference systems shall be used: For the vertical component on land, the European Vertical Reference System (EVRS) shall be used to express gravity-related heights within its geographical scope. Other vertical reference systems related to the Earth gravity field shall be used to express gravity-related heights in areas that are outside the geographical scope of EVRS. For the vertical component in the free atmosphere, barometric pressure, converted to height using ISO 2533:1975 International Standard Atmosphere, or other linear or parametric reference systems shall be used. Where other parametric reference systems are used, these shall be described in an accessible reference using EN ISO :2012. For the vertical component in marine areas where there is an appreciable tidal range (tidal waters), the Lowest Astronomical Tide (LAT) shall be used as the reference surface. For the vertical component in marine areas without an appreciable tidal range, in open oceans and effectively in waters that are deeper than 200 meters, the Mean Sea Level (MSL) or a well-defined reference level close to the MSL shall be used as the reference surface.

7 Land areas The European Vertical Reference System (EVRS) [EUREF] is the vertical reference system to be used for Europe on land to express gravity-related heights. The most recent realisation of the EVRS is labelled European Vertical Reference Frame 2007 (EVRF2007). The definition of EVRS is described in the EVRS Conventions The vertical reference systems for land existing in the MS can be expressed in the EVRS in their continental territories through their own realisations that are linked to the EVRF2007 solution. Future solutions of the EVRF will constitute an improvement and are considered realisations of the EVRS. The European continental territories of the MS constitute the geographical scope of the EVRS. It is necessary that Member States define the vertical datum to be used outside European continental territories (see section 5.4.4), since they cannot be connected to the European vertical datum. In this case, a locally or globally defined vertical reference system related to the Earth gravity field will be used to express gravity-related heights Free atmosphere In the free atmosphere, aircraft use barometric pressure, scaled as heights and appropriately calibrated to a surface datum to ensure separation. Atmospheric observations and measurements from aircraft therefore have the vertical coordinate measured as a barometric pressure. Barometric pressure decreases monotonically with height, and to measure the exact height the full temperature profile in the vertical below the measurement must be known. This is seldom available directly, and indirect measurement of height requires estimation of this profile using numerical atmospheric models. At sufficiently elevated levels, an approximate conversion to height is used 3. The International Standard Atmosphere (ISA) [ISO 2533] is used for such purpose. It is calibrated in both, thousands of feet and metres (kilofeet is used in aviation, by law). It measures approximate geopotential height because the datum ignores the variation of the atmospheric temperature and pressure near the bottom of the atmosphere. Heights are named as flight levels (e.g. FL320 is nominally 32 thousand feet). Even if a true height measure is available in an aircraft (e.g. through radar or GPS) the readings must be converted to ISA flight levels unless the pilot is flying under Visual Flying Rules (VFR) near the ground. The origin of heights corresponds to the mean sea level pressure in the standard atmosphere: hpa (hectopascal). However, other linear or parametric reference systems rather than ISO 2533:1975 International Standard Atmosphere may be used. In this case, these shall be appropriately described in an accessible reference using EN ISO : Marine areas For the free ocean, the profile in the deep ocean is typically measured by sounding buoys. These use pressure as a vertical measure and the datum is the actual ocean surface. When these buoys surface and transmit the measurements, the depths are usually supplied already converted by a calibration mechanism which also includes corrections for the temperature and salinity profiles, and for the compression effects of water under high pressure. Otherwise depths are estimated using a hydrostatic approximation. For anything other than ocean modelling this is likely to be sufficient. Divers, submarines and tethered buoys only operate at shallow depths compared to deep oceans where the approximations become unacceptable. 3 In 1951, the International Civil Aviation Organisation (ICAO) incorporated the International Standard Atmosphere (ISA) into international law under Annex 8 of the Convention on International Civil Aviation (the Chicago Convention, 1947). ISO adopted the Standard Atmosphere as ISO 2533:1975 in the range 2km to 32km (Manual of the ICAO Standard Atmosphere: Doc 7488/3).

8 The specification of the ocean surface datum has problems too. Although there are projects to use satellite measurements of the oceanic geoid, these are not universally available or used. Ocean modellers also have to consider diurnal variations in temperature in the immediate ocean surface. For depth values of the sea floor in marine areas with an appreciable tidal range, depths are usually referenced to the Lowest Astronomical Tide (LAT), as has already been mandated by Technical Resolution A2.5 of the International Hydrographic Organisation (IHO). In marine areas without an appreciable tidal range, in open oceans and effectively in waters deeper than 200m, tide is not measured since it has no significant impact on the accuracy of the sounding. Therefore the Mean Sea Level (MSL) or a well-defined reference level close to the MSL is used as reference surface Other coordinate reference systems The exceptions stated in the following requirement applies to three-dimensional, two-dimensional coordinate reference systems (including map projections), and compound reference systems. Annex II, Section 1.3 Coordinate Reference Systems Spatial data sets shall be made available using at least one of the coordinate reference systems specified in sections 1.3.1, and 1.3.3, unless one of the conditions specified in section holds Other Coordinate Reference Systems Exceptions, where other coordinate reference systems than those listed in 1.3.1, or may be used, are: 1. Other coordinate reference systems may be specified for specific spatial data themes in this Annex. 2. For regions outside of continental Europe, Member States may define suitable coordinate reference systems. The geodetic codes and parameters needed to describe these coordinate reference systems and to allow conversion and transformation operations shall be documented and an identifier shall be created, according to EN ISO 19111:2007 and ISO/TS 19127:2005. In case other map projections are used, they must be well documented to allow the conversion to geographic coordinates and an identifier created. The documentation shall be provided according to EN ISO 19111:2007, which states how a projected coordinate reference system must be described. Any specific map projection requirements applicable to a particular INSPIRE theme is specified in the corresponding technical guideline. EXAMPLE 1 Map projections used in atmospheric and meteorological data may not be restricted to those used in European land areas. Typically a Polar stereographic projection is used for these purposes. EXAMPLE 2 For navigation at sea, Mercator projections are used except in Polar regions.

9 5.5 Identifiers Annex II, Section 1.5 Coordinate Reference Systems Identifiers 1. Coordinate reference system parameters and identifiers shall be managed in one or several common registers for coordinate reference systems. 2. Only identifiers contained in a common register shall be used for referring to the coordinate reference systems listed in this Section. These Technical Guidelines propose to use the http URIs provided by the Open Geospatial Consortium as coordinate reference system identifiers (see identifiers for the default CRSs below). These are based on and redirect to the definition in the EPSG Geodetic Parameter Registry ( TG Requirement 1 The identifiers listed in Table 1 shall be used for referring to the coordinate reference systems used in a data set. NOTE CRS identifiers may be used e.g. in: - data encoding, - data set and service metadata, and - requests to INSPIRE network services. Table 1 - http URIs for the default coordinate reference systems Coordinate reference system Short name http URI identifier 3D Cartesian in ETRS89 (X,Y,Z) ETRS89-XYZ 3D geodetic in ETRS89 on GRS80 (Latitude, Longitude, Ellipsoidal ETRS89-GRS80h height) 2D geodetic in ETRS89 on GRS80 (Latitude, Longitude) ETRS89-GRS80 2D LAEA projection in ETRS89 on GRS80 ETRS89-LAEA (Y,X) 2D LCC projection in ETRS89 on GRS80 ETRS89-LCC GRS80, zone 26N (30 W to 24 W) ETRS89-TM26N GRS80, zone 27N (24 W to 18 W) ETRS89-TM27N GRS80, zone 28N (18 W to 12 W) ETRS89-TM28N GRS80, zone 29N (12 W to 6 W) ETRS89-TM29N GRS80, zone 30N (6 W to 0 ) ETRS89-TM30N GRS80, zone 31N (0 to 6 E) ETRS89-TM31N ETRS89-TM32N

10 GRS80, zone 32N (6 E to 12 E) GRS80, zone 33N (12 E to 18 E) ETRS89-TM33N GRS80, zone 34N (18 E to 24 E) ETRS89-TM34N GRS80, zone 35N (24 E to 30 E) ETRS89-TM35N GRS80, zone 36N (30 E to 36 E) ETRS89-TM36N GRS80, zone 37N (36 E to 42 E) ETRS89-TM37N GRS80, zone 38N (42 E to 48 E) GRS80, zone 39N (48 E to 54 E) Height in EVRS (H) Depth referred to LAT (D) Depth referred to MSL (D) Pressure coordinate in the free atmosphere (P) 3D compound: 2D geodetic in ETRS89 on GRS80, and EVRS height (Latitude, Longitude, H) ETRS89-TM38N ETRS89-TM39N EVRS LAT MSL ISA ETRS89-GRS80- EVRS <http URI Identifier> Recommendation 5 As a general rule for referring a compound CRS, one 2D and one 1D system combined together, the respective identifier shall be created by appending the identifiers of the 2D and 1D CRS with a hyphen between both. EXAMPLE When both ETRS89-GRS80 and EVRS the CRS used the identifier shall be ETRS89- GRS80-EVRS.