International Terrestrial Reference System and Frame

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ITRF reference stations ITRF-Fundamental-u.Satellitenstationen,46 po.jpg
ITRF reference stations

The International Terrestrial Reference System (ITRS) describes procedures for creating reference frames suitable for use with measurements on or near the Earth's surface. This is done in much the same way that a physical standard might be described as a set of procedures for creating a realization of that standard. The ITRS defines a geocentric system of coordinates using the SI system of measurement.

Contents

An International Terrestrial Reference Frame (ITRF) is a realization of the ITRS. Its origin is at the center of mass of the whole earth including the oceans and atmosphere. New ITRF solutions are produced every few years, using the latest mathematical and surveying techniques to attempt to realize the ITRS as precisely as possible. Due to experimental error, any given ITRF will differ very slightly from any other realization of the ITRF. The difference between the latest as of 2006 WGS 84 (frame realisation G1150) and the latest ITRF2000 is only a few centimeters and RMS difference of one centimeter per component. [1]

The ITRS and ITRF solutions are maintained by the International Earth Rotation and Reference Systems Service (IERS). Practical navigation systems are in general referenced to a specific ITRF solution, or to their own coordinate systems which are then referenced to an ITRF solution. For example, the Galileo Terrestrial Reference Frame (GTRF) is used for the Galileo navigation system; currently defined as ITRF2005 by the European Space Agency. [2]

Versions

The ITRF realizations developed from the ITRS since 1991 include the following versions: [3]

NameRef.

epoch

EPSG
code
Notes
ITRF911988.04913

7903 8991

ITRF921988.04914

7904 8992

First realization of the ITRS
ITRF931988.04915

7905 8993

ITRF941993.04916

7906 8994

ITRF961997.04917

7907 8995

ITRF971997.04918

7908 8996

ITRF20001997.04919

7909 8997

First solution that combines unconstrained space geodesy solutions free from any tectonic plate motion model. [4]

From this version onwards, the motion of the tectonic plate is represented in the solution for each station as a velocity vector. Previous ITRFs only continued the initial positions, using a motion model to fill in the velocity.

ITRF20052000.04896

7910 8998

Constructed with input data under the form of time series of station positions and Earth Orientation Parameters. [5]

This version introduces extra parameters to describe the year-periodic motion of the stations: A (amplitude) and φ (phase) per-axis. This sort of seasonal variation has an amplitude of around 1 cm and is attributed to non-tidal loading effects (e.g. the shifting weight of water).

ITRF20082005.05332

7911

8999

Includes tropospheric modeling and improved solution methods. [6]
ITRF20142010.07789

7912 9000

Generated with an enhanced modeling of nonlinear station motions. [7] Specifically:
  • a semiannual component is added to the traditional annual periodic model;
  • smooth parametric fits are to model post-seismic deformation as opposed to the traditional approach using piecewise linear functions.
ITRF20202015.09988

9989 9990

[8]

Users

GNSS systems: [2]

National systems:

The GPS reference epoch was moved from 2000.0 to 2001.0 in G1150 due to an Alaskan earthquake in November 2002. Still in 2022 ITRF2020 was released, yet GPS is only using G2139 in its antennas, which was aligned to ITRF2014 (IGb14) (though at epoch 2016.0, not reference epoch 2010.0). [9] On 27 November 2022 move to IGS20 is planned, so WGS 84 will be aligned with ITRF2020, including PSD (post-seismic deformation), soon to be G2238.

On the other hand GLONASS is using PZ-90.11, which is close to ITRF2008 at epoch 2011.0 and is using 2010.0 epoch (that means when you use reference transformation to PZ-90.11 you will get January 2010 date).

See also

Related Research Articles

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Geodesy is the science of measuring and representing in temporally varying 3D of the geometry, gravity, and spatial orientation of the Earth and other astronomical bodies, such as planets or circumplanetary systems when it is called planetary geodesy.

<span class="mw-page-title-main">International Earth Rotation and Reference Systems Service</span> Body responsible for maintaining global time and reference frame standards

The International Earth Rotation and Reference Systems Service (IERS), formerly the International Earth Rotation Service, is the body responsible for maintaining global time and reference frame standards, notably through its Earth Orientation Parameter (EOP) and International Celestial Reference System (ICRS) groups.

<span class="mw-page-title-main">World Geodetic System</span> Geodetic reference system

The World Geodetic System (WGS) is a standard used in cartography, geodesy, and satellite navigation including GPS. The current version, WGS 84, defines an Earth-centered, Earth-fixed coordinate system and a geodetic datum, and also describes the associated Earth Gravitational Model (EGM) and World Magnetic Model (WMM). The standard is published and maintained by the United States National Geospatial-Intelligence Agency.

<span class="mw-page-title-main">Prime meridian (Greenwich)</span> Meridian passing through Greenwich, London

The historic prime meridian or Greenwich meridian is a geographical reference line that passes through the Royal Observatory, Greenwich, in London, England. The modern IERS Reference Meridian widely used today is based on the Greenwich meridian, but differs slightly from it. This prime meridian was first established by Sir George Airy in 1851, and by 1884, over two-thirds of all ships and tonnage used it as the reference meridian on their charts and maps. In October of that year, at the behest of US President Chester A. Arthur, 41 delegates from 25 nations met in Washington, D.C., United States, for the International Meridian Conference. This conference selected the meridian passing through Greenwich as the world standard prime meridian due to its popularity. However, France abstained from the vote, and French maps continued to use the Paris meridian for several decades. In the 18th century, London lexicographer Malachy Postlethwayt published his African maps showing the "Meridian of London" intersecting the Equator a few degrees west of the later meridian and Accra, Ghana.

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The National Geodetic Survey (NGS) is a United States federal agency that defines and manages a national coordinate system, providing the foundation for transportation and communication; mapping and charting; and a large number of applications of science and engineering. Since its foundation in its present form in 1970, it has been part of the National Oceanic and Atmospheric Administration (NOAA), of the United States Department of Commerce.

<span class="mw-page-title-main">Geodetic datum</span> Reference frame for measuring location

A geodetic datum or geodetic system is a global datum reference or reference frame for precisely representing the position of locations on Earth or other planetary bodies by means of geodetic coordinates. Datums are crucial to any technology or technique based on spatial location, including geodesy, navigation, surveying, geographic information systems, remote sensing, and cartography. A horizontal datum is used to measure a location across the Earth's surface, in latitude and longitude or another coordinate system; a vertical datum is used to measure the elevation or depth relative to a standard origin, such as mean sea level (MSL). Since the rise of the global positioning system (GPS), the ellipsoid and datum WGS 84 it uses has supplanted most others in many applications. The WGS 84 is intended for global use, unlike most earlier datums.

<span class="mw-page-title-main">European Terrestrial Reference System 1989</span> Geodetic reference frame fixed to the Eurasian Plate

The European Terrestrial Reference System 1989 (ETRS89) is an ECEF geodetic Cartesian reference frame, in which the Eurasian Plate as a whole is static. The coordinates and maps in Europe based on ETRS89 are not subject to change due to the continental drift.

<span class="mw-page-title-main">Satellite navigation</span> Use of satellite signals for geo-spatial positioning

A satellite navigation or satnav system is a system that uses satellites to provide autonomous geo-spatial positioning. It allows satellite navigation devices to determine their location to high precision using time signals transmitted along a line of sight by radio from satellites. The system can be used for providing position, navigation or for tracking the position of something fitted with a receiver. The signals also allow the electronic receiver to calculate the current local time to a high precision, which allows time synchronisation. These uses are collectively known as Positioning, Navigation and Timing (PNT). Satnav systems operate independently of any telephonic or internet reception, though these technologies can enhance the usefulness of the positioning information generated.

EUREF Permanent Network (EPS) is a European network of more than 300 continuously operating GNSS reference stations with precisely known coordinates referenced to the ETRS89. EPS is the key instrument in the maintenance of ETRS89 geodetic datum. The EPN stations collect continuously the observation data from high accuracy multi-GNSS receivers. The data is processed in the centralized way in a few data processing centres. EPS is created and maintained by a voluntary agreement of about 100 European agencies and universities. EPS activities are coordinated by EUREF.

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<span class="mw-page-title-main">Earth-centered, Earth-fixed coordinate system</span> 3-D coordinate system centered on the Earth

The Earth-centered, Earth-fixed coordinate system, also known as the geocentric coordinate system, is a cartesian spatial reference system that represents locations in the vicinity of the Earth as X, Y, and Z measurements from its center of mass. Its most common use is in tracking the orbits of satellites and in satellite navigation systems for measuring locations on the surface of the Earth, but it is also used in applications such as tracking crustal motion.

<span class="mw-page-title-main">DORIS (satellite system)</span> Doppler-radio-based system for determination of satellite orbits and ground station locations

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The IERS Reference Meridian (IRM), also called the International Reference Meridian, is the prime meridian maintained by the International Earth Rotation and Reference Systems Service (IERS). It passes about 5.3 arcseconds east of George Biddell Airy's 1851 transit circle which is 102 metres (335 ft) at the latitude of the Royal Observatory, Greenwich. Thus it differs slightly from the historical Greenwich meridian.

<span class="mw-page-title-main">PZ-90</span>

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References

  1. Clynch, James R. (February 2006). "Earth coordinates" (PDF). GPS Geodesy and Geophysics. James R. Clynch. Retrieved 24 March 2016.
  2. 1 2 3 "Reference Frames in GNSS". Navipedia. European Space Agency.
  3. "International Terrestrial Reference Frame 2014 (ITRF2014)". Quality Positioning Services B.V. Retrieved 3 October 2019.[ permanent dead link ]
  4. Altamimi, Zuheir; Sillard, Patrick; Boucher, Claude (2002). "ITRF2000: A new release of the International Terrestrial Reference Frame for earth science applications". Journal of Geophysical Research: Solid Earth. 107 (B10): ETG 2-1–ETG 2-19. Bibcode:2002JGRB..107.2214A. doi:10.1029/2001JB000561.
  5. Altamimi, Z.; Collilieux, X.; Legrand, J.; Garayt, B.; Boucher, C. (2007). "ITRF2005: A new release of the International Terrestrial Reference Frame based on time series of station positions and Earth Orientation Parameters". Journal of Geophysical Research: Solid Earth. 112 (B9): B09401. Bibcode:2007JGRB..112.9401A. doi:10.1029/2007JB004949. hdl: 10338.dmlcz/141752 .
  6. Altamimi, Zuheir; Collilieux, Xavier; Métivier, Laurent (3 February 2011). "ITRF2008: an improved solution of the international terrestrial reference frame". Journal of Geodesy. 85 (8): 457–473. Bibcode:2011JGeod..85..457A. doi: 10.1007/s00190-011-0444-4 .
  7. Altamimi, Zuheir; Rebischung, Paul; Métivier, Laurent; Collilieux, Xavier (2016). "ITRF2014: A new release of the International Terrestrial Reference Frame modeling nonlinear station motions". Journal of Geophysical Research: Solid Earth. 121 (8): 6109–6131. Bibcode:2016JGRB..121.6109A. doi: 10.1002/2016JB013098 .
  8. "ITRF | Itrf2020". itrf.ign.fr. Retrieved 2022-06-18.
  9. US Department of Commerce, National Oceanic and Atmospheric Administration. "Transitioning from IGS14 to IGb14 - National Geodetic Survey". geodesy.noaa.gov. Retrieved 28 June 2022.