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Ageodetic datum orgeodetic system (also:geodetic reference datum,geodetic reference system, orgeodetic reference frame, orterrestrial reference frame) is a globaldatum reference orreference frame for unambiguously representing the position oflocations onEarth by means of eithergeodetic coordinates (and relatedvertical coordinates) orgeocentric coordinates.[1] Datums[note 1] are crucial to any technology or technique based on spatial location, includinggeodesy,navigation,surveying,geographic information systems,remote sensing, andcartography. Ahorizontal datum is used to measure ahorizontal position, across theEarth's surface, inlatitude andlongitude or another related coordinate system. Avertical datum is used to measure the elevation or depth relative to a standard origin, such as meansea level (MSL). Athree-dimensional datum enables the expression of both horizontal and vertical position components in a unified form.[2] The concept can be generalized for other celestial bodies as inplanetary datums.
Since the rise of theglobal positioning system (GPS), theellipsoid 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.Before GPS, there was no precise way to measure the position of a location that was far from reference points used in the realization of local datums, such as from thePrime Meridian at the Greenwich Observatory for longitude, from theEquator for latitude, or from the nearest coast for sea level. Astronomical and chronological methods have limited precision and accuracy, especially over long distances. Even GPS requires a predefined framework on which to base its measurements, so WGS 84 essentially functions as a datum, even though it is different in some particulars from a traditional standard horizontal or vertical datum.
A standard datum specification (whether horizontal, vertical, or 3D) consists of several parts: a model for Earth's shape and dimensions, such as areference ellipsoid or ageoid; anorigin at which the ellipsoid/geoid is tied to a known (often monumented) location on or inside Earth (not necessarily at 0 latitude 0 longitude); and multiple control points or reference points that have been precisely measured from the origin and physically monumented. Then the coordinates of other places are measured from the nearest control point throughsurveying. Because the ellipsoid or geoid differs between datums, along with their origins and orientation in space, the relationship between coordinates referred to one datum and coordinates referred to another datum is undefined and can only be approximated. Using local datums, the disparity on the ground between a point having the same horizontal coordinates in two different datums could reach kilometers if the point is far from the origin of one or both datums. This phenomenon is calleddatum shift or, more generally,datum transformation, as it may involve rotation and scaling, in addition to displacement.
Because Earth is an imperfect ellipsoid, local datums can give a more accurate representation of some specific area of coverage than WGS 84 can.OSGB36, for example, is a better approximation to thegeoid covering the British Isles than the global WGS 84 ellipsoid.[3] However, as the benefits of a global system often outweigh the greater accuracy, the global WGS 84 datum has become widely adopted.[4]
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The spherical nature of Earth was known by the ancient Greeks, who also developed the concepts of latitude and longitude, and the first astronomical methods for measuring them. These methods, preserved and further developed byMuslim and Indian astronomers, were sufficient for the global explorations of the 15th and 16th Centuries.
However, the scientific advances of theAge of Enlightenment brought a recognition of errors in these measurements, and a demand for greater precision. This led to technological innovations such as the 1735Marine chronometer byJohn Harrison, but also to a reconsideration of the underlying assumptions about the shape of Earth itself.Isaac Newton postulated that theconservation of momentum should make Earth oblate (wider at the equator than the corresponding sphere), while the early surveys ofJacques Cassini (1720) led him to believe Earth was prolate (narrower at the equator). The subsequent French geodesic missions (1735-1739) to Lapland and Peru corroborated Newton, but also discovered variations in gravity that would eventually lead to thegeoid model.
A contemporary development was the use of thetrigonometric survey to accurately measure distance and location over great distances. Starting with the surveys ofJacques Cassini (1718) and theAnglo-French Survey (1784–1790), by the end of the 18th century, survey control networks covered France and the United Kingdom. More ambitious undertakings such as theStruve Geodetic Arc across Eastern Europe (1816-1855) and theGreat Trigonometrical Survey of India (1802-1871) took much longer, but resulted in more accurate estimations of the shape of theEarth ellipsoid. The first triangulation across the United States was not completed until 1899.
The U.S. survey resulted in theNorth American Datum (horizontal) of 1927 (NAD 27) and the Vertical Datum of 1929 (NAVD29), the first standard datums available for public use. This was followed by the release of national and regional datums over the next several decades. Improving measurements, including the use of early satellites, enabled more accurate datums in the later 20th century, such asNAD 83 in North America,ETRS89 in Europe, andGDA94 in Australia. At this time global datums were also first developed for use insatellite navigation systems, especially theWorld Geodetic System (WGS 84) used in the U.S.global positioning system (GPS), and theInternational Terrestrial Reference System and Frame (ITRF) used in the European Galileo system.
A horizontal datum is a model used to precisely measure positions on Earth; it is thus a crucial component of anyspatial reference system ormap projection. A horizontal datum binds a specifiedreference ellipsoid, a mathematical model of the shape of the earth, to the physical earth. Thus, thegeographic coordinate system on that ellipsoid can be used to measure the latitude and longitude of real-world locations. Regional horizontal datums, such asNAD 27 andNAD 83, usually create this binding with a series of physically monumented geodetic control points of known location. Global datums, such asWGS 84 andITRF, are typically bound to thecenter of mass of the Earth (making them useful for tracking satellite orbits and thus for use insatellite navigation systems.
A specific point can have substantially different coordinates, depending on the datum used to make the measurement. For example, coordinates in NAD 83 can differ from NAD 27 by up to several hundred feet. There are hundreds of local horizontal datums around the world, usually referenced to some convenient local reference point. Contemporary datums, based on increasingly accurate measurements of the shape of Earth, are intended to cover larger areas. TheWGS 84 datum, which is almost identical to theNAD 83 datum used in North America and theETRS89 datum used in Europe, is a common standard datum.[citation needed]
Avertical datum is a reference surface forvertical positions, such as theelevations of Earth features includingterrain,bathymetry,water level, and human-made structures.
An approximate definition ofsea level is the datumWGS 84, anellipsoid, whereas a more accurate definition is Earth Gravitational Model 2008 (EGM2008), using at least 2,159spherical harmonics. Other datums are defined for other areas or at other times;ED50 was defined in 1950 over Europe and differs from WGS 84 by a few hundred meters depending on where in Europe you look.Mars has nooceans and so no sea level, but at least twomartian datums have been used to locate places there.
Ingeodetic coordinates, Earth's surface is approximated by anellipsoid, and locations near the surface are described in terms ofgeodetic latitude (),longitude (), andellipsoidal height ().[note 2]
The ellipsoid is completely parameterised by the semi-major axis and the flattening.
| Parameter | Symbol |
|---|---|
| Semi-major axis | |
| Reciprocal of flattening |
From and it is possible to derive the semi-minor axis, first eccentricity and second eccentricity of the ellipsoid
| Parameter | Value |
|---|---|
| Semi-minor axis | |
| First eccentricity squared | |
| Second eccentricity squared |
The two main reference ellipsoids used worldwide are the GRS 80[5]and the WGS 84.[6]
A more comprehensive list of geodetic systems can be foundhere.
| Parameter | Notation | Value |
|---|---|---|
| Semi-major axis | 6378137 m | |
| Reciprocal of flattening | 298.257222101 |
The Global Positioning System (GPS) uses the World Geodetic System 1984 (WGS 84) to determine the location of a point near the surface of Earth.
| Parameter | Notation | Value |
|---|---|---|
| Semi-major axis | 6378137.0 m | |
| Reciprocal of flattening | 298.257223563 |
| Constant | Notation | Value |
|---|---|---|
| Semi-minor axis | 6356752.3142 m | |
| First eccentricity squared | 6.69437999014×10−3 | |
| Second eccentricity squared | 6.73949674228×10−3 |
The difference in co-ordinates between datums is commonly referred to asdatum shift. The datum shift between two particular datums can vary from one place to another within one country or region, and can be anything from zero to hundreds of meters (or several kilometers for some remote islands). TheNorth Pole,South Pole andEquator will be in different positions on different datums, soTrue North will be slightly different. Different datums use different interpolations for the precise shape and size of Earth (reference ellipsoids). For example, in Sydney there is a 200 metres (700 feet) difference between GPS coordinates configured in GDA (based on global standard WGS 84) and AGD (used for most local maps), which is an unacceptably large error for some applications, such assurveying or site location forscuba diving.[7]
Datum conversion is the process of converting the coordinates of a point from one datum system to another. Because the survey networks upon which datums were traditionally based are irregular, and the error in early surveys is not evenly distributed, datum conversion cannot be performed using a simple parametric function. For example, converting fromNAD 27 toNAD 83 is performed using NADCON (later improved as HARN), a raster grid covering North America, with the value of each cell being the average adjustment distance for that area in latitude and longitude. Datum conversion may frequently be accompanied by a change ofmap projection.
A geodetic reference datum is a known and constant surface which is used to describe the location of unknown points on Earth. Since reference datums can have different radii and different center points, a specific point on Earth can have substantially different coordinates depending on the datum used to make the measurement. There are hundreds of locally developed reference datums around the world, usually referenced to some convenient local reference point. Contemporary datums, based on increasingly accurate measurements of the shape of Earth, are intended to cover larger areas. The most common reference Datums in use inNorth America are NAD 27, NAD 83, andWGS 84.
TheNorth American Datum of 1927 (NAD 27) is "the horizontal control datum for the United States that was defined by a location and azimuth on the Clarke spheroid of 1866, with origin at (the survey station)Meades Ranch (Kansas)." ... The geoidal height at Meades Ranch was assumed to be zero, as sufficient gravity data was not available, and this was needed to relate surface measurements to the datum. "Geodetic positions on the North American Datum of 1927 were derived from the (coordinates of and an azimuth at Meades Ranch) through a readjustment of the triangulation of the entire network in which Laplace azimuths were introduced, and the Bowie method was used."[8] NAD 27 is a local referencing system covering North America.
The North American Datum of 1983 (NAD 83) is "The horizontal control datum for the United States, Canada, Mexico, and Central America, based on a geocentric origin and the Geodetic Reference System 1980 ([[GRS 80]]). "This datum, designated as NAD 83…is based on the adjustment of 250,000 points including 600 satellite Doppler stations which constrain the system to a geocentric origin." NAD 83 may be considered a local referencing system.
WGS 84 is theWorld Geodetic System of 1984. It is the reference frame used by theU.S. Department of Defense (DoD) and is defined by theNational Geospatial-Intelligence Agency (NGA) (formerly the Defense Mapping Agency, then the National Imagery and Mapping Agency). WGS 84 is used by the DoD for all its mapping, charting, surveying, and navigation needs, including itsGPS "broadcast" and "precise" orbits. WGS 84 was defined in January 1987 using Doppler satellite surveying techniques. It was used as the reference frame for broadcast GPS Ephemerides (orbits) beginning January 23, 1987. At 0000 GMT January 2, 1994, WGS 84 was upgraded in accuracy using GPS measurements. The formal name then became WGS 84 (G730), since the upgrade date coincided with the start of GPS Week 730. It became the reference frame for broadcast orbits on June 28, 1994. At 0000 GMT September 30, 1996 (the start of GPS Week 873), WGS 84 was redefined again and was more closely aligned withInternational Earth Rotation Service (IERS) frameITRF 94. It was then formally called WGS 84 (G873). WGS 84 (G873) was adopted as the reference frame for broadcast orbits on January 29, 1997.[9] Another update brought it to WGS 84 (G1674).
The WGS 84 datum, within two meters of the NAD 83 datum used in North America, is the only world referencing system in place today. WGS 84 is the default standard datum for coordinates stored in recreational and commercial GPS units.
Users of GPS are cautioned that they must always check the datum of the maps they are using. To correctly enter, display, and to store map related map coordinates, the datum of the map must be entered into the GPS map datum field.
Examples of map datums are:
The Earth'stectonic plates move relative to one another in different directions at speeds on the order of 50 to 100 mm (2.0 to 3.9 in) per year.[24] Therefore, locations on different plates are in motion relative to one another. For example, the longitudinal difference between a point on the equator in Uganda, on theAfrican Plate, and a point on the equator in Ecuador, on theSouth American Plate, increases by about 0.0014arcseconds per year.[citation needed] These tectonic movements likewise affect latitude.
If a global reference frame (such asWGS 84) is used, the coordinates of a place on the surface generally will change from year to year. Most mapping, such as within a single country, does not span plates. To minimize coordinate changes for that case, a different reference frame can be used, one whose coordinates are fixed to that particular plate. Examples of these reference frames are "NAD 83" for North America and "ETRS89" for Europe.
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