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Geographic coordinate system
Geographic coordinate system
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Longitude lines are perpendicular to, and latitude lines parallel to, the Equator.

A geographic coordinate system (GCS) is a spherical or geodetic coordinate system for measuring and communicating positions directly on Earth as latitude and longitude.[1] It is the simplest, oldest, and most widely used type of the various spatial reference systems that are in use, and forms the basis for most others. Although latitude and longitude form a coordinate tuple like a cartesian coordinate system, geographic coordinate systems are not cartesian because the measurements are angles and are not on a planar surface.[2]

A full GCS specification, such as those listed in the EPSG and ISO 19111 standards, also includes a choice of geodetic datum (including an Earth ellipsoid), as different datums will yield different latitude and longitude values for the same location.[3]

History

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The invention of a geographic coordinate system is generally credited to Eratosthenes of Cyrene, who composed his now-lost Geography at the Library of Alexandria in the 3rd century BC.[4] A century later, Hipparchus of Nicaea improved on this system by determining latitude from stellar measurements rather than solar altitude and determining longitude by timings of lunar eclipses, rather than dead reckoning. In the 1st or 2nd century, Marinus of Tyre compiled an extensive gazetteer and mathematically plotted world map using coordinates measured east from a prime meridian at the westernmost known land, designated the Fortunate Isles, off the coast of western Africa around the Canary or Cape Verde Islands, and measured north or south of the island of Rhodes off Asia Minor. Ptolemy credited him with the full adoption of longitude and latitude, rather than measuring latitude in terms of the length of the midsummer day.[5]

Ptolemy's 2nd-century Geography used the same prime meridian but measured latitude from the Equator instead. After their work was translated into Arabic in the 9th century, Al-Khwārizmī's Book of the Description of the Earth corrected Marinus' and Ptolemy's errors regarding the length of the Mediterranean Sea,[note 1] causing medieval Arabic cartography to use a prime meridian around 10° east of Ptolemy's line. Mathematical cartography resumed in Europe following Maximus Planudes' recovery of Ptolemy's text a little before 1300; the text was translated into Latin at Florence by Jacopo d'Angelo around 1407.

In 1884, the United States hosted the International Meridian Conference, attended by representatives from twenty-five nations. Twenty-two of them agreed to adopt the longitude of the Royal Observatory in Greenwich, England as the zero-reference line. The Dominican Republic voted against the motion, while France and Brazil abstained.[6] France adopted Greenwich Mean Time in place of local determinations by the Paris Observatory in 1911.

Latitude and longitude

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Diagram of the latitude ϕ and longitude λ angle measurements for a spherical model of the Earth

The latitude φ of a point on Earth's surface is defined in one of three ways, depending on the type of coordinate system. In each case, the latitude is the angle formed by the plane of the equator and a line formed by the point on the surface and a second point on equatorial plane. What varies between the types of coordinate systems is how the point on the equatorial plane is determined:

  • In an astronomical coordinate system, the second point is found where the extension of the plumb bob vertical from the surface point intersects the equatorial plane.
  • In a geodetic coordinate system, the second point is found where the normal vector from the surface of the ellipsoid at the surface point intersects the equatorial plane.
  • In a geocentric coordinate system, the second point is the center of Earth.

The path that joins all points of the same latitude traces a circle on the surface of Earth, as viewed from above the north or south pole, called parallels, as they are parallel to the equator and to each other. The north pole is 90° N; the south pole is 90° S. The 0° parallel of latitude is defined to be the equator, the fundamental plane of a geographic coordinate system. The equator divides the globe into Northern and Southern Hemispheres.

The longitude λ of a point on Earth's surface is the angle east or west of a reference meridian to another meridian that passes through that point. All meridians are halves of great ellipses, which converge at the North and South Poles. The meridian of the British Royal Observatory in Greenwich, in southeast London, England, is the international prime meridian, although some organizations—such as the French Institut national de l'information géographique et forestière—continue to use other meridians for internal purposes. The antipodal meridian of Greenwich is both 180°W and 180°E. This is not to be conflated with the International Date Line, which partly overlaps with the 180° meridian but diverges from it in several places for political and convenience reasons, including between far eastern Russia and the far western Aleutian Islands.

The combination of these two components specifies the position of any location on the surface of Earth, without consideration of altitude or depth. The visual grid on a map formed by lines of latitude and longitude is known as a graticule.[7] The origin/zero point of this system is located in the Gulf of Guinea about 625 km (390 mi) south of Tema, Ghana, a location often facetiously called Null Island.

Geodetic datum

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In order to use the theoretical definitions of latitude, longitude, and height to precisely measure actual locations on the physical earth, a geodetic datum must be used. A horizonal datum is used to precisely measure latitude and longitude, while a vertical datum is used to measure elevation or altitude. Both types of datum bind a mathematical model of the shape of the earth (usually a reference ellipsoid for a horizontal datum, and a more precise geoid for a vertical datum) to the earth. Traditionally, this binding was created by a network of control points, surveyed locations at which monuments are installed, and were only accurate for a region of the surface of the Earth. Newer datums are based on a global network for satellite measurements (GNSS, VLBI, SLR and DORIS).

This combination of a mathematical model and physical binding ensures that users of the same datum obtain identical coordinates for a given physical point. However, different datums typically produce different coordinates for the same location (sometimes deviating several hundred meters) not due to actual movement, but because the reference system itself is shifted. Because any spatial reference system or map projection is ultimately calculated from latitude and longitude, it is crucial that they clearly state the datum on which they are based. For example, a UTM coordinate based on a WGS84 realisation will be different than a UTM coordinate based on NAD27 for the same location. Transforming coordinates from one datum to another requires a datum transformation method such as a Helmert transformation, although in certain situations a simple translation may be sufficient.[8]

Datums may be global, meaning that they represent the whole Earth, or they may be regional,[9] meaning that they represent an ellipsoid best-fit to only a portion of the Earth. Examples of global datums include the several realizations of WGS 84 (with the 2D datum ensemble EPSG:4326 with 2 meter accuracy as identifier)[10][11] used for the Global Positioning System,[note 2] and the several realizations of the International Terrestrial Reference System and Frame (such as ITRF2020 with subcentimeter accuracy), which takes into account continental drift and crustal deformation.[12]

Datums with a regional fit of the ellipsoid that are chosen by a national cartographical organization include the North American Datums, the European ED50, and the British OSGB36. Given a location, the datum provides the latitude and longitude . In the United Kingdom there are three common latitude, longitude, and height systems in use. WGS 84 differs at Greenwich from the one used on published maps OSGB36 by approximately 112 m. ED50 differs from about 120 m to 180 m.[13]

Points on the Earth's surface move relative to each other due to continental plate motion, subsidence, and diurnal Earth tidal movement caused by the Moon and the Sun. This daily movement can be as much as a meter. Continental movement can be up to 10 cm a year, or 10 m in a century. A weather system high-pressure area can cause a sinking of 5 mm. Scandinavia is rising by 1 cm a year as a result of the melting of the ice sheets of the last ice age, but neighboring Scotland is rising by only 0.2 cm. These changes are insignificant if a regional datum is used, but are statistically significant if a global datum is used.[13]

Length of a degree

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On the GRS 80 or WGS 84 spheroid at sea level at the Equator, one latitudinal second measures 30.715 m, one latitudinal minute is 1843 m and one latitudinal degree is 110.6 km. The circles of longitude, meridians, meet at the geographical poles, with the west–east width of a second naturally decreasing as latitude increases. On the Equator at sea level, one longitudinal second measures 30.92 m, a longitudinal minute is 1855 m and a longitudinal degree is 111.3 km. At 30° a longitudinal second is 26.76 m, at Greenwich (51°28′38″N) 19.22 m, and at 60° it is 15.42 m.

On the WGS 84 spheroid, the length in meters of a degree of latitude at latitude ϕ (that is, the number of meters you would have to travel along a north–south line to move 1 degree in latitude, when at latitude ϕ), is about

[14]

The returned measure of meters per degree latitude varies continuously with latitude.

Similarly, the length in meters of a degree of longitude can be calculated as

[14]

(Those coefficients can be improved, but as they stand the distance they give is correct within a centimeter.)

The formulae both return units of meters per degree.

An alternative method to estimate the length of a longitudinal degree at latitude is to assume a spherical Earth (to get the width per minute and second, divide by 60 and 3600, respectively):

where Earth's average meridional radius is 6,367,449 m. Since the Earth is an oblate spheroid, not spherical, that result can be off by several tenths of a percent; a better approximation of a longitudinal degree at latitude is

where Earth's equatorial radius equals 6,378,137 m and ; for the GRS 80 and WGS 84 spheroids, . ( is known as the reduced (or parametric) latitude). Aside from rounding, this is the exact distance along a parallel of latitude; getting the distance along the shortest route will be more work, but those two distances are always within 0.6 m of each other if the two points are one degree of longitude apart.

Longitudinal length equivalents at selected latitudes
Latitude City Degree Minute Second 0.0001°
60° Saint Petersburg 55.80 km 0.930 km 15.50 m 5.58 m
51° 28′ 38″ N Greenwich 69.47 km 1.158 km 19.30 m 6.95 m
45° Bordeaux 78.85 km 1.31 km 21.90 m 7.89 m
30° New Orleans 96.49 km 1.61 km 26.80 m 9.65 m
Quito 111.3 km 1.855 km 30.92 m 11.13 m

Alternative encodings

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Like any series of multiple-digit numbers, latitude-longitude pairs can be challenging to communicate and remember. Therefore, alternative schemes have been developed for encoding GCS coordinates into alphanumeric strings or words:

These are not distinct coordinate systems, only alternative methods for expressing latitude and longitude measurements.

See also

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Notes

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References

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Further reading

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Revisions and contributorsEdit on WikipediaRead on Wikipedia
from Grokipedia
A geographic coordinate system (GCS) is a framework that uses angular coordinates of latitude and longitude to uniquely specify any location on the Earth's surface relative to a of the planet. This system represents positions on a three-dimensional approximating the Earth's irregular shape, employing degrees as the primary to form a graticule of intersecting meridians and parallels. The origins of the geographic coordinate system trace back to the BCE, when the scholar developed the foundational concepts of while calculating the . Over centuries, refinements occurred through contributions from figures like and , who advanced the use of a grid for mapping known regions. The modern standardization emerged in the 19th century, with the of 1884 establishing the at the Royal Observatory in Greenwich, , as the global reference for 0° to facilitate international and timekeeping. At its core, a GCS comprises several interconnected elements: a geodetic datum that defines the reference ellipsoid and its orientation to the Earth's center, such as the widely adopted World Geodetic System 1984 (WGS 84), which supports precise positioning for global applications like GPS. The spheroid models the Earth's flattened shape using parameters like the semimajor and semiminor axes, while the Prime Meridian serves as the zero-longitude line, and angular units (typically degrees, minutes, and seconds) quantify positions. Latitude, denoted by φ, measures angular distance north or south of the (ranging from 0° at the to 90° at the poles), and longitude, denoted by λ, measures angular distance east or west of the (ranging from 0° to 180°). This system underpins essential activities in , , geographic information systems (GIS), and positioning, enabling accurate representation of spatial across scales from local to global. Despite its strengths in covering the entire planet without distortion in angular measurements, GCS often requires projection into planar systems for practical mapping to minimize area, , or distortions. Ongoing updates, such as alignments between WGS 84 and the International Terrestrial Reference Frame (ITRF), ensure compatibility with advancing technologies like GNSS.

Fundamentals

Definition and Components

A geographic coordinate system (GCS) is a framework for specifying locations on Earth's surface using angular measurements of , based on the planet's rotational axis and equatorial plane. This system treats as an approximately or body, allowing positions to be identified relative to a reference or . The primary components of a GCS are , which measures north or south of the (ranging from 0° at the to 90° at the poles), and , which measures east or west of the (ranging from 0° to 180°). or above the reference surface may be included as an optional third dimension to specify positions in . The purpose of a GCS is to enable precise global location specification, supporting applications in , mapping, and geospatial analysis by providing a standardized grid for referencing any point on Earth's surface. This system forms a basic grid structure composed of parallels of (horizontal circles parallel to the ) and meridians of (semicircles connecting the poles), creating a spherical graticule that intersects at right angles. Geographic coordinates can be transformed into three-dimensional Cartesian coordinates (X, Y, Z) using , facilitating computations in rectangular systems relative to Earth's center.

Spherical vs. Ellipsoidal Models

The geographic coordinate system can employ a simplified spherical model of , approximating it as a perfect with a mean radius of approximately 6371 km. This model facilitates straightforward mathematical computations, such as great-circle distances, but overlooks Earth's oblateness, leading to inaccuracies in regions away from the equator. In contrast, the ellipsoidal model represents more accurately as an , characterized by an equatorial radius aa and a polar radius bb that is slightly shorter due to rotational . The factor ff, defined as f=aba1298.257f = \frac{a - b}{a} \approx \frac{1}{298.257}, quantifies this deviation from . This shape arises from centrifugal forces during , making the model essential for applications requiring sub-kilometer precision. Reference ellipsoids provide standardized ellipsoidal approximations tailored to minimize distortions in specific regions or globally, enabling precise positioning in and mapping. A prominent example is the World Geodetic System 1984 (WGS 84) ellipsoid, with a=6378137a = 6378137 m and f=1/298.257223563f = 1/298.257223563. These ellipsoids serve as mathematical foundations for coordinate transformations, reducing errors in geospatial compared to spherical assumptions. The adoption of ellipsoidal models marked a historical shift from spherical approximations, driven by 18th-century expeditions that confirmed Earth's oblateness through arc measurements, enhancing accuracy in land surveying. This transition accelerated in the 20th century with , which provided global data to refine parameters for applications like and global positioning. While angular measurements like remain conceptually similar between the two models—measured from the and —conversions to linear distances differ significantly. On a , distances are uniform per degree, but ellipsoidal causes meridional distances to vary by , with errors up to 0.3% (or about 3 m per km) when using spherical approximations for .

Latitude and Longitude

Latitude

Latitude is defined as the angular distance north or south of the Earth's equatorial plane, measured along a meridian from the to a point on the Earth's surface. This , denoted by the symbol φ (phi), quantifies the north-south position relative to the and is expressed in degrees, ranging from 0° at the to 90° at the (positive values) and -90° at the (negative values). In the standard convention, north of the are positive, while those south are negative, facilitating computational and mapping applications. Key reference lines of latitude include the equator at 0°, which divides the into the Northern and Southern Hemispheres; the at approximately 23.436° N, marking the northernmost point where the Sun can be directly overhead at the ; the at 23.436° S, the corresponding southern limit for the ; the at 66.564° N, beyond which the midnight sun or phenomena occur; and the at 66.564° S. These special latitudes are determined by the 's relative to its orbital plane, known as the obliquity of the . Historically, latitude was measured through celestial observations, such as determining the altitude of the Sun at noon or the position of like using instruments like the , which allowed computation of the angle from the horizon. In modern practice, is precisely determined using Global Navigation Satellite Systems (GNSS), such as GPS, which triangulate positions based on signals from orbiting satellites to achieve accuracies on the order of meters. Mathematically, in Earth-Centered Earth-Fixed (ECEF) coordinates, the geocentric latitude ψ is given by ψ=arcsin(zr),\psi = \arcsin\left(\frac{z}{r}\right), where z is the coordinate along the polar axis and r is the radial distance from the Earth's center to the point. The geodetic latitude φ, used in geographic coordinate systems, is the angle between the equatorial plane and the normal to the reference ellipsoid, related approximately by \tan \phi = (1 - e^2)^{-1} \tan \psi (with eccentricity e ≈ 0.0818 for WGS 84), resulting in a maximum difference of about 0.19° near 45° latitude. This accounts for the ellipsoid's flattening in geodetic computations.

Longitude

Longitude is defined as the angular distance east or west between the and the meridian passing through a specific point on the Earth's surface, measured along the equator or any parallel of latitude. This angle ranges from 0° at the to 180° in either the eastern or western direction, establishing the east-west position in the geographic coordinate system. The prime meridian serves as the arbitrary reference line for longitude measurements, with the modern convention established at the meridian passing through the Royal Observatory in Greenwich, England. This standardization resulted from the International Meridian Conference held in Washington, D.C., in 1884, where representatives from 25 nations adopted the Greenwich meridian as the global zero reference for longitude and timekeeping to facilitate international navigation and commerce. Prior to this, various national meridians were used, such as the one through the island of Ferro (Hierro) in the Canary Islands, which originated from Ptolemy's ancient system and was common in early European cartography, or the Paris meridian, employed extensively in French maps since the 17th century. Longitude values are conventionally expressed in two formats: from 0° to 360° eastward, or from 180° west to 180° east (with negative values for west), allowing flexibility in applications like mapping and global positioning systems. Unlike , which can be determined using celestial observations such as the sun's altitude, measuring longitude historically posed significant challenges, particularly at sea, where it required precise timekeeping to compare local with the time at the . The development of accurate marine chronometers in the , notably by , resolved this by enabling navigators to calculate longitude through time differences, as each hour corresponds to 15° of longitude. In mathematical terms, within the Earth-Centered, Earth-Fixed (ECEF) , longitude λ\lambda is computed from the equatorial plane coordinates as λ=\atan2(y,x)\lambda = \atan2(y, x), where xx and yy represent the Cartesian positions in the equatorial plane, ensuring correct quadrant determination.

Coordinate Notation

Geographic coordinates are typically expressed in two primary formats: (DD) and degrees-minutes-seconds (DMS). These notations ensure clarity in specifying positions on Earth's surface using values. In decimal degrees, latitude and longitude are represented as numerical values with decimal fractions, prefixed by the (°) and suffixed by directional qualifiers such as N/S for and E/W for . For example, the coordinates for are often given as 40.7128° N, 74.0060° W. This format facilitates computational processing in geographic information systems (GIS) and digital mapping applications. Precision in decimal degrees is determined by the number of decimal places; for instance, six decimal places provide an accuracy of approximately 11 centimeters at the , sufficient for most high-resolution applications like or . Similarly, a resolution of 0.0001° corresponds to about 11 meters of linear distance at the , varying slightly with due to Earth's curvature. The degrees-minutes-seconds (DMS) format divides each degree into 60 minutes (') and each minute into 60 seconds ("), offering a sexagesimal representation analogous to time measurement. An example for New York City is 40° 42' 46" N, 74° 0' 22" W. Conversion between DMS and decimal degrees follows the relations 1° = 60' and 1' = 60", where the decimal equivalent is calculated as degrees + (minutes/60) + (seconds/3600). For instance, 40° 42' 46" converts to 40 + 42/60 + 46/3600 ≈ 40.7128°. This format is commonly used in traditional cartography and aviation for its intuitive alignment with angular subdivisions. Standard symbols include the degree mark (°) for whole degrees, a prime (') for minutes, and a double prime (") for seconds, always accompanied by N/S or E/W to indicate hemisphere and avoid positional ambiguity. Omitting these directional qualifiers can lead to errors, as positive values might default to northern/eastern hemispheres in some systems, potentially misplacing coordinates by up to 180° in or 90° in . For digital exchange and interoperability, the standard defines a compact representation of geographic point locations using , , and optionally , typically in with a specific string format like "+40.7128-074.0060+" for (positive for north/east, negative for south/west, and trailing + for height if included). This standard ensures consistent data transfer across international systems without loss of precision.

Reference Frameworks

Geodetic Datums

A serves as a reference framework for defining positions on Earth's surface using geographic coordinates, consisting of a reference and a set of parameters that specify the ellipsoid's origin, orientation, and scale relative to the planet. These parameters align the idealized ellipsoidal shape with the irregular , enabling accurate latitude and longitude assignments. The provides the geometric model, while the datum parameters ensure the is tied to specific points on or above . Geodetic datums are classified as local or global, depending on their spatial coverage and optimization. Local datums, such as the of 1927 (NAD27), are designed for specific regions like , using parameters fitted to local gravity and topography for higher precision in that area. In contrast, global datums like the World Geodetic System 1984 (WGS84), employed in GPS applications, provide a uniform reference frame for worldwide positioning by centering the on Earth's . The key components of a datum typically include the of an origin point, the (direction) of the coordinate axes relative to a reference line, and a scale factor, which is often set to 1 for minimal distortion. Differences between datums necessitate transformations to convert coordinates from one to another, often due to tectonic plate movements or improved measurements. The standard method is the 7-parameter Helmert transformation, which accounts for three translations (shifts in X, Y, directions), three rotations (tilts around each axis), and one uniform scale factor to align the ellipsoids. For instance, shifting from NAD27 to WGS84 can involve offsets up to several hundred meters in some regions. Modern geodetic datums have evolved through the International Terrestrial Reference Frame (ITRF) series, maintained by the International Earth Rotation and Reference Systems Service (IERS), which integrates data from Global Navigation Satellite Systems (GNSS) like GPS to achieve millimeter-level accuracy in position realization. Successive ITRF versions, such as ITRF2014 and ITRF2020, refine parameters using observations from , , and GNSS to track Earth's dynamic changes. This high precision supports applications requiring sub-centimeter positioning, with origin stability better than 0.5 mm/year.

Horizontal and Vertical Datums

Horizontal datums provide the foundational for defining positions on the Earth's surface using coordinates. These datums consist of a network of precisely surveyed points that establish a coordinate grid, typically tied to a to approximate the Earth's shape. By linking these points through methods like or (GPS) measurements, horizontal datums enable consistent mapping and positioning across regions. For instance, the (ETRS89) serves as the horizontal datum for pan-European spatial data, ensuring uniformity in geographic information systems across the continent by aligning coordinates to a stable continental plate model. Vertical datums, in contrast, define reference surfaces for measuring elevations or heights above or below a standard level, often related to the Earth's field. Common examples include mean sea level (MSL), which represents the average height of the ocean surface over a specific tidal epoch, such as the National Tidal Datum Epoch of 1983–2001, and is used for topographic and construction surveys. Advanced vertical datums employ models, which approximate the surface of the Earth's field that coincides with MSL; the Earth Gravitational Model 2008 (EGM2008), for example, provides global heights with high resolution, supporting accurate height determinations worldwide. In three-dimensional geographic systems, horizontal and vertical datums are integrated to form complete position references, as seen in the , which combines , , and ellipsoidal height (h) for and positioning. This integration allows for the derivation of orthometric heights (H), which approximate elevations relative to the , using the relation Hh - N, where N is the geoid undulation—the separation between the reference and the . A key challenge in using these datums arises from geoid undulations, which vary globally by up to ±100 meters due to irregularities in the Earth's mass distribution and gravity field. These variations necessitate precise gravity models, such as those in EGM2008, to compute accurate orthometric heights from GPS-derived ellipsoidal heights, as errors in N can propagate into elevation discrepancies of meters. In the United States, the National Geodetic Survey (NGS) released components of the modernized (NSRS) in , introducing new terrestrial reference frames such as NATRF2022 for horizontal positions and a new gravity-based to replace NAVD 88, improving alignment with ITRF2020 and accounting for tectonic motions. Such datums are critical in applications like monitoring , where vertical references enable the tracking of relative changes at stations over decades. Shifts in vertical datums, if not accounted for, can alter interpretations of elevation trends, potentially underestimating coastal inundation risks by misaligning historical and current data.

Historical Development

Ancient and Early Modern Concepts

The origins of the geographic coordinate system trace back to astronomers who conceptualized the as a sphere and developed methods to locate positions on its surface. Around 240 BCE, of Cyrene calculated the with remarkable accuracy by comparing the angle of the sun's rays at and Syene (modern ) on the summer solstice, using the known distance between the cities to estimate a value of approximately 252,000 stadia, equivalent to about 39,690 kilometers. In the 2nd century BCE, of introduced the fundamental grid of and , defining as parallels of equal solar noon shadow lengths and as meridians separated by time differences, thereby establishing a systematic framework for positioning places on . This conceptual foundation was advanced by Claudius Ptolemy in his 2nd-century CE work Geographia, which compiled approximately 8,000 geographic coordinates for known locations across the known world, drawing on earlier sources like . Ptolemy's system assumed a and set his prime meridian through the Fortunate Islands (likely the ), measuring longitudes eastward from there up to 180 degrees. His coordinates, expressed in degrees, facilitated the creation of maps and influenced for centuries, though they incorporated observational errors and incomplete data. During the medieval period, Islamic scholars built upon these Greek ideas with refined observational techniques. Al-Biruni (973–1048 CE), a Persian , improved methods for determining through precise astronomical measurements, such as star observations, and explored via timings and in works like Tahdid nihayat al-amakin. Concurrently, ancient Chinese cartographers developed independent grid systems; Pei Xiu in the 3rd century CE outlined six principles for mapmaking, including the use of rectangular grids divided into li (a unit of distance) to represent terrain proportionally. In the early , these concepts were adapted for practical and . Gerardus Mercator's 1569 employed latitude and longitude lines as straight, parallel meridians and equally spaced , enabling plotting for sailors by preserving angular directions on a cylindrical projection. Later, the Cassini family in conducted the first national geodetic survey starting in the late 17th century under , using networks anchored to coordinates to map the kingdom accurately over six decades. Early coordinate systems were limited by their reliance on a perfectly model, which ignored the planet's oblateness and led to distortions in distance calculations, particularly at higher latitudes. Additionally, the choice of prime meridians varied arbitrarily—such as Ptolemy's at the Canaries or later national ones like Ferro—resulting in inconsistent global referencing and navigational discrepancies until international standardization.

19th and 20th Century Standardization

The standardization of the geographic coordinate system in the 19th and 20th centuries was driven by international conferences and advancements in , culminating in globally accepted reference frameworks. A pivotal event was the held in , in October 1884, where 41 delegates from 25 nations convened to establish a universal . The conference adopted the Greenwich meridian as the international by a vote of 22 to 1, with two abstentions, resolving long-standing discrepancies in measurements for and astronomy. Additionally, it recommended a system of 24 zones based on , facilitating global synchronization for maritime and railway operations. Refinements to the ellipsoidal model of progressed through targeted geodetic computations to better approximate regional and global shapes. In 1866, British geodesist Alexander Ross Clarke published parameters for an oblate spheroid optimized for North American surveys, which the Coast and Geodetic Survey adopted in 1880 as the standard reference ellipsoid for national mapping. Building on this, American geodesist John Fillmore Hayford's 1909 analysis of deflection-of-the-vertical data led to the International Ellipsoid of 1924, formally adopted by the International Union of Geodesy and Geophysics (IUGG) at its assembly, providing a more uniform global reference with a semi-major axis of 6,378,388 meters and flattening of 1/297. These efforts transitioned into the satellite era with the 1972 (WGS 72), developed by the U.S. Department of Defense using Doppler tracking, surface gravity, and astrogeodetic observations collected through 1972, achieving a geocentric frame suitable for military navigation and charting. The advent of the (GPS) in the late 20th century propelled WGS 84, defined in 1984 by the National Geospatial-Intelligence Agency's predecessor, as the global standard for , , and height coordinates. This Earth-centered, Earth-fixed system, with parameters including a semi-major axis of 6,378,137 meters and flattening of 1/298.257223563, was adopted by the in 1989 for international . To maintain precision amid evolving data, WGS 84 has undergone iterative realizations; for instance, the G1762 update aligned it more closely with the International Terrestrial Reference Frame (ITRF) 2008 at 2005.0, reducing discrepancies to centimeters, while post-2022 adjustments following ITRF 2020's release enhanced alignment for high-accuracy applications like autonomous vehicles and . In 2024, a new realization WGS 84 (G2296) was introduced, aligned to ITRF2020. Post-2000 developments emphasized plate-fixed reference frames to account for tectonic motions, ensuring long-term stability in regional coordinates. The of 1983 (NAD 83), originally realized through the of over 250,000 control stations, including approximately 600 early GPS observations, with subsequent realizations incorporating extensive GPS networks, is affixed to the North American tectonic plate, moving with it at approximately 2.5 cm per year relative to global frames to preserve relative positioning for and . As of 2025, the U.S. National Geodetic Survey is implementing the modernized (NSRS), replacing NAD 83 with new plate-fixed terrestrial reference frames such as the North American-Pacific Datum of 2022 (NAPGD2022). The International Association of (IAG) has supported this evolution through resolutions, such as its endorsement of the General Assembly's 2015 call for a Global Geodetic Reference Frame, promoting unified datum transformations and ITRF alignments for and disaster monitoring.

Mathematical Properties

Length of a Degree

The length of a degree of on an ellipsoidal model of varies slightly with position due to the planet's oblateness, or at the poles. This distance is derived from the meridional radius of curvature M(ϕ)M(\phi), which represents the radius of the in the north-south direction at latitude ϕ\phi. The for M(ϕ)M(\phi) is M(ϕ)=a(1e2)(1e2sin2ϕ)3/2,M(\phi) = \frac{a (1 - e^2)}{(1 - e^2 \sin^2 \phi)^{3/2}}, where aa is the semi-major axis of the and e2e^2 is the squared eccentricity, defined as e2=2ff2e^2 = 2f - f^2 with ff being the parameter. The linear distance corresponding to one degree of is then M(ϕ)π180M(\phi) \cdot \frac{\pi}{180} meters. For the WGS 84 ellipsoid, a=6378137a = 6378137 m and f=1/298.257223563f = 1/298.257223563, yielding e20.00669438e^2 \approx 0.00669438. At the (ϕ=0\phi = 0^\circ), this distance is approximately 110.574 km, increasing to about 111.694 km at the poles (ϕ=90\phi = 90^\circ), a variation of roughly 1%. In contrast, the length of a degree of longitude depends on both latitude and the ellipsoid's geometry, as it follows the parallel circles that shrink toward the poles. This distance is given by N(ϕ)cosϕπ180N(\phi) \cos \phi \cdot \frac{\pi}{180}, where N(ϕ)N(\phi) is the prime vertical , N(ϕ)=a1e2sin2ϕ.N(\phi) = \frac{a}{\sqrt{1 - e^2 \sin^2 \phi}}.
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