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Earth-centered, Earth-fixed coordinate system

The Earth-centered, Earth-fixed (ECEF) coordinate system is a Cartesian spatial reference system with its origin at the center of mass of the Earth and its axes fixed relative to the Earth's rotating surface, providing a geocentric framework for global positioning that rotates along with the planet.^[1]^[2]^[3] In this system, the Z-axis points toward the North Pole along the Earth's rotational axis, the X-axis intersects the equator at the prime meridian (0° longitude), and the Y-axis is oriented 90° eastward from the X-axis in the equatorial plane to form a right-handed orthogonal coordinate triad, typically expressed in meters as (X, Y, Z) values.^[1]^[4]^[3] The ECEF frame is commonly aligned with reference ellipsoids such as WGS84, enabling precise conversions from geodetic coordinates (latitude, longitude, height) via parametric equations involving the ellipsoid's semi-major axis and flattening factor.^[1]^[4] ECEF coordinates are fundamental in applications requiring high-accuracy global referencing, including satellite navigation systems like GPS, where they facilitate the computation of three-dimensional baselines between receivers by differencing positions without dependency on local origins.^[5]^[3] Unlike inertial or local tangent plane systems (e.g., ENU or NED), ECEF's Earth-fixed rotation makes it ideal for modeling terrestrial and low-Earth-orbit dynamics, though it requires periodic transformations to account for Earth's precession, nutation, and polar motion in advanced geodesy.^[4]^[1] This system underpins modern geospatial technologies, ensuring consistency in positioning for aviation, surveying, and defense operations worldwide.^[5]^[2]

Fundamentals

Definition

The Earth-centered, Earth-fixed (ECEF) coordinate system is a geocentric, right-handed orthogonal Cartesian coordinate system with its origin at the center of mass of the Earth.^[6]^[1] This system represents positions using X, Y, and Z coordinates, where the axes are fixed relative to the Earth's crust and rotate with the planet.^[7] The primary purpose of the ECEF system is to provide a stable reference frame for specifying geocentric positions on or near the Earth's surface, inherently accounting for the planet's rotation in applications such as geodesy, navigation, and satellite positioning.^[8]^[7] Its axes rotate synchronously with the Earth at the mean angular velocity \omega \approx 7.292115 \times 10^{-5} rad/s, corresponding to the sidereal rotation rate.^[9] As a body-fixed frame, the ECEF is non-inertial due to Earth's rotation, which introduces fictitious forces—such as the centrifugal and Coriolis effects—into dynamical equations when analyzing motion relative to this system.^[7] This distinguishes it from inertial reference frames, like the Earth-centered inertial (ECI) system, where no such rotational effects are present.^[7]

Historical background

The development of the Earth-centered, Earth-fixed (ECEF) coordinate system originated in 19th-century geodesy, where early geocentric models laid the groundwork for global reference frameworks. Carl Friedrich Gauss advanced this field through his application of least squares methods to triangulation networks during the Hanoverian geodetic survey in the early 1800s, enabling precise adjustments that supported geocentric representations of the Earth's surface.^[10] Similarly, Friedrich Wilhelm Bessel formulated the Bessel ellipsoid in 1841, a geocentric approximation of the Earth's oblate spheroid shape derived from arc measurements in East Prussia, which influenced subsequent ellipsoidal models.^[11] The 20th century saw the formalization of ECEF amid the satellite era, driven by the need for accurate orbital tracking. The U.S. Project Vanguard, initiated in 1955 by the U.S. Naval Research Laboratory for the International Geophysical Year, employed satellite observations from its launches starting in 1957 (with success in 1958) to refine geodetic data, highlighting the necessity of a unified geocentric system for space applications.^[12]^[13] NASA's involvement further accelerated this progress by incorporating space-based measurements into terrestrial models, culminating in the U.S. Department of Defense's creation of the World Geodetic System 1960 (WGS 60) as the first standardized ECEF framework to support military navigation and satellite programs.^[14] Key milestones in ECEF standardization followed with iterative WGS updates: WGS 66 in 1966 improved gravitational models using satellite data, WGS 72 in 1972 enhanced accuracy via Doppler tracking, and WGS 84 in 1984 established the enduring global standard, aligning the ECEF origin with the Earth's center of mass through extensive satellite laser ranging and very long baseline interferometry.^[15] This evolution integrated ECEF into systems like GPS for precise positioning. Modern advancements continue through the International Terrestrial Reference Frame (ITRF), initiated by the International Earth Rotation and Reference Systems Service in 1988 to address plate tectonics and crustal deformations.^[16] Realizations such as ITRF2020, released in 2021, incorporate nonlinear adjustments for seasonal and post-glacial motions, providing a dynamic ECEF realization with millimeter-level precision.^[17]

System Specifications

Origin and axes

The Earth-centered, Earth-fixed (ECEF) coordinate system originates at the geocenter, defined as the center of mass of the entire Earth, encompassing the solid crust, oceans, and atmosphere. This placement ensures a consistent reference point for global positioning, with the origin coinciding closely with the geometric center due to the Earth's near-spherical mass distribution, though the precise center of mass is used for accuracy in geodetic applications.^[18]^[19] The axes of the ECEF system form a right-handed Cartesian triad fixed relative to the Earth's crust. The Z-axis aligns with the conventional terrestrial pole, directed positively toward the North Pole along the Earth's rotation axis, and can be represented by the unit vector \mathbf{k} = (0, 0, 1). The X-axis extends from the origin through the intersection of the equatorial plane and the prime meridian (0° longitude), defined by the International Earth Rotation and Reference Systems Service (IERS) Reference Meridian. The Y-axis completes the orthogonal system, pointing toward the intersection of the equatorial plane and the 90° east longitude meridian.^[18]^[20]^[19] In the basic definition of the ECEF frame, small effects such as precession and nutation—variations in Earth's rotational axis due to gravitational influences—are neglected, maintaining the axes as stably fixed to the solid Earth for practical computations. This convention aligns the system with standard reference ellipsoids used in geodesy, providing a foundational geometric framework independent of Earth's oblate shape.^[18]^[19]

Reference ellipsoids

The Earth-centered, Earth-fixed (ECEF) coordinate system models the planet as a sphere for basic Cartesian positioning, but to accurately represent its oblate spheroid shape and gravitational field, positions are referenced to an idealized ellipsoid that approximates the geoid. This reference ellipsoid provides the underlying surface onto which ECEF coordinates are projected, enabling precise geodetic calculations for applications like satellite navigation and surveying. The ellipsoid's parameters define the equatorial bulge and polar flattening, ensuring compatibility with global positioning systems such as GPS.^[18] The World Geodetic System 1984 (WGS84) is the most widely adopted reference ellipsoid for modern ECEF implementations, particularly in GPS operations. Its defining parameters include a semi-major axis a = 6,378,137 m (equatorial radius) and a flattening f = 1/298.257223563, which yields a semi-minor axis (polar radius) of approximately b = 6,356,752.3142 m calculated as b = a(1 - f). These values were selected to closely fit global gravity measurements and satellite data, providing sub-meter accuracy for worldwide positioning. WGS84 evolved from earlier systems to incorporate refined Earth models, aligning closely with the Geodetic Reference System 1980 (GRS80) while optimizing for military and civilian use.^[18]^[21] Earlier reference ellipsoids, such as the Clarke 1866 used in the North American Datum of 1927 (NAD27), featured a semi-major axis of a = 6,378,206.4 m and flattening f = 1/294.978698214, tailored to fit North American surveys but resulting in larger distortions elsewhere on Earth. In contrast, GRS80, adopted by the International Union of Geodesy and Geophysics in 1979, uses a = 6,378,137 m and f = 1/298.257222101, serving as the geometric foundation for the International Terrestrial Reference Frame (ITRF). The ITRF realizations, such as ITRF2014 and ITRF2020, build on GRS80 by incorporating time-dependent adjustments for tectonic plate drift and post-glacial rebound, realizing the International Terrestrial Reference System (ITRS) with annual updates to station coordinates at millimeter-level precision. This evolution addresses Earth's dynamic deformations, unlike static older datums.^[21]^[22]^[23] In ECEF, heights represent geometric distances from the reference ellipsoid surface, distinct from orthometric heights measured relative to the geoid (mean sea level). Ellipsoidal heights h are incorporated into ECEF coordinates via projections such as

X = (N + h) \cos \phi \cos \lambda,

where N is the prime vertical radius of curvature, \phi is latitude, and \lambda is longitude; similar expressions apply for Y and Z. This formulation ensures that ECEF positions account for the ellipsoid's curvature, facilitating conversions between Cartesian and geodetic coordinates.^[18]

Mathematical Description

Position representation

In the Earth-centered, Earth-fixed (ECEF) coordinate system, positions are fundamentally represented using Cartesian coordinates (X, Y, Z), forming a position vector \mathbf{r} = \begin{pmatrix} X \\ Y \\ Z \end{pmatrix} measured in meters from the origin at the center of the reference ellipsoid. The X-axis intersects the equator at the prime meridian (0° longitude), the Y-axis lies in the equatorial plane at 90° east longitude, and the Z-axis aligns with the Earth's rotational axis through the North Pole, establishing a right-handed orthogonal frame fixed to the rotating Earth.^[18]^[5] These Cartesian coordinates relate to spherical coordinates under a spherical Earth approximation, where longitude \lambda = \atan2(Y, X) and geocentric latitude \psi = \asin\left( \frac{Z}{\|\mathbf{r}\|} \right) with \|\mathbf{r}\| = \sqrt{X^2 + Y^2 + Z^2}; however, the ellipsoidal geometry of the ECEF system requires adjustment to obtain geodetic latitude \phi, which accounts for the Earth's oblateness and is derived via the inverse conversion process.^[24] Positions are frequently expressed in geodetic coordinates (\phi, \lambda, h), consisting of geodetic latitude \phi (angle from the equator to the ellipsoid normal), longitude \lambda, and ellipsoidal height h (distance above the ellipsoid surface along the normal). The forward conversion to ECEF Cartesian coordinates employs the following equations:

\begin{align} X &= \left( N(\phi) + h \right) \cos \phi \cos \lambda, \\ Y &= \left( N(\phi) + h \right) \cos \phi \sin \lambda, \\ Z &= \left( N(\phi) (1 - e^2) + h \right) \sin \phi, \end{align}

where N(\phi) is the prime vertical radius of curvature given by

N(\phi) = \frac{a}{\sqrt{1 - e^2 \sin^2 \phi}},

a is the semi-major axis of the ellipsoid, f is the flattening factor, and the squared first eccentricity is e^2 = 2f - f^2. These formulas project the ellipsoidal position onto the Cartesian frame while preserving the Earth's flattened spheroid shape.^[25] The inverse conversion from ECEF Cartesian coordinates (X, Y, Z) to geodetic coordinates (\phi, \lambda, h) lacks a simple closed-form solution due to the transcendental nature of the ellipsoidal equations but is efficiently handled by iterative numerical methods. Longitude is computed directly as \lambda = \atan2(Y, X); for latitude and height, a widely adopted iterative approach, such as Bowring's method, begins with an initial estimate \phi_0 = \atan2(Z, \sqrt{X^2 + Y^2}) and refines it via

\phi_{i+1} = \atan2\left( Z + e^2 N(\phi_i) \sin \phi_i, \sqrt{X^2 + Y^2} \right),

iterating until \phi converges (typically in 2–3 steps for sub-millimeter accuracy), after which height is h = \frac{Z}{\sin \phi} - N(\phi) (1 - e^2) or equivalently h = \frac{\sqrt{X^2 + Y^2}}{\cos \phi} - N(\phi). This procedure ensures precise recovery of geodetic parameters from ECEF positions.^[24]

Transformations to inertial frames

The Earth-centered, Earth-fixed (ECEF) coordinate system rotates with the Earth at an approximately constant angular velocity, necessitating a time-dependent transformation to non-rotating inertial frames such as the Earth-centered inertial (ECI) system for applications like orbital mechanics and satellite dynamics.^[26] This transformation primarily involves a rotation about the common Z-axis (Earth's rotation axis) to account for the Earth's rotation relative to the fixed stars.^[27] The basic rotation matrix \mathbf{R} from ECEF to ECI is given by a counterclockwise rotation around the Z-axis by the angle -\theta, where \theta is the Greenwich sidereal time (GST):

\mathbf{R} = \begin{pmatrix} \cos \theta & \sin \theta & 0 \\ -\sin \theta & \cos \theta & 0 \\ 0 & 0 & 1 \end{pmatrix}

A position vector in ECI is then obtained as \mathbf{r}_{\text{ECI}} = \mathbf{R} \mathbf{r}_{\text{ECEF}}.^[28] For small polar motion, this matrix provides a sufficient approximation, as the offsets are typically on the order of arcseconds.^[26] GST, \theta, represents the hour angle of the mean vernal equinox at the Greenwich meridian and is computed in hours using the formula:

\theta = 6.697374558 + 0.06570982441908 T + 1.00273790935 t + 0.000026 T^2

Here, T is the number of Julian centuries since J2000.0 (January 1, 2000, 12:00 TT), t is the time in UT1 hours past 0h on the given date, and the initial value 6.697374558 hours corresponds to the mean sidereal time at J2000.0. This yields Greenwich mean sidereal time (GMST); for apparent sidereal time (GAST), small corrections from nutation in longitude are added, typically less than 0.001 hours.^[29] For higher precision, the transformation incorporates corrections for polar motion, precession, and nutation. Polar motion offsets x_p and y_p (in arcseconds, from IERS bulletins) are included via small rotations around the X- and Y-axes, modifying the matrix as \mathbf{W} \approx \mathbf{R}_1(y_p) \mathbf{R}_2(x_p), where the angles are in radians (y_p / 206265, etc.), yielding total rotation errors below 0.01 arcseconds. Precession and nutation effects, which adjust the orientation of the Earth's axis relative to the inertial frame, are modeled using International Astronomical Union (IAU) standards, such as the IAU 2000A nutation series (339 terms) and precession rates of about 50.3 arcseconds per year.^[28] The full matrix is the product \mathbf{P} \mathbf{N} \mathbf{R} \mathbf{W}, where \mathbf{P} and \mathbf{N} handle precession and nutation, respectively, ensuring alignment with the Geocentric Celestial Reference System (GCRS), a modern realization of ECI.

Applications

Geodesy and cartography

In geodesy, the Earth-centered, Earth-fixed (ECEF) coordinate system serves as a foundational framework for precisely determining the shape and gravitational field of the Earth by providing a consistent Cartesian reference tied to the planet's rotation axis and center of mass. This system enables the integration of diverse observational data, such as satellite measurements and ground-based surveys, to model the geoid and topography with high fidelity. For instance, ECEF coordinates are essential for aligning reference ellipsoids like WGS84, which approximate the Earth's irregular surface for global-scale analyses.^[30] A key application of ECEF in geodesy is gravity field modeling through satellite gravimetry missions, where positional data in this frame facilitates the computation of spherical harmonic coefficients representing Earth's mass distribution. The Gravity Recovery and Climate Experiment (GRACE) mission, for example, processes inter-satellite ranging observations with satellite positions expressed in ECEF to derive monthly gravity models up to degree and order 60, capturing time-variable signals such as ice mass changes and hydrological variations.^[31]^[32] These models, computed in the ECEF frame, allow for the separation of global gravitational anomalies from regional effects, improving geoid height determinations to within a few centimeters over large areas.^[31] In cartography, ECEF acts as an intermediate step in transforming three-dimensional Earth positions to two-dimensional map projections, thereby minimizing geometric distortions inherent in flattening the spheroid. For projections like the Universal Transverse Mercator (UTM), which divides the globe into zones for conformal mapping, ECEF coordinates are converted from geodetic latitude and longitude to facilitate accurate grid assignments, preserving local shapes and scales within each 6-degree-wide zone. Similarly, for the Mercator projection, used in nautical charts, ECEF enables the projection of meridional and parallel lines onto a cylinder, ensuring straight-line rhumb courses while accounting for latitudinal scale variations.^[30]^[33] ECEF is also integral to monitoring tectonic applications, particularly through the International Terrestrial Reference Frame (ITRF), which realizes the ECEF-based International Terrestrial Reference System for tracking crustal deformations. The ITRF2020 plate motion model, derived from global geodetic networks, quantifies relative plate velocities in ECEF, with typical rates of 1–10 cm/year for major plates like the Pacific and Eurasian, enabling the detection of intra-plate strains and earthquake precursors.^[34] These velocities, expressed as translation vectors in the ECEF frame, support long-term modeling of seismic hazards and post-glacial rebound.^[34] The precision of ECEF in geodesy is exemplified by networks employing very long baseline interferometry (VLBI) and satellite laser ranging (SLR), which measure baselines between stations with sub-millimeter accuracy. VLBI observations, by correlating radio signals from quasars, achieve baseline repeatabilities of 0.1–0.5 mm in ECEF components, as demonstrated in sessions linking co-located antennas.^[35]^[36] SLR complements this by ranging to satellites, yielding station positions stable to a few millimeters over years, crucial for maintaining the ITRF's origin and scale.^[37] The Earth-centered, Earth-fixed (ECEF) coordinate system serves as the foundational reference frame for positioning in Global Navigation Satellite Systems (GNSS), including GPS, where satellite ephemerides are broadcast in the WGS-84 ECEF frame to define orbital parameters relative to Earth's rotating surface.^[38] GNSS receivers compute their absolute position by solving for the intersection of spheres derived from pseudorange measurements to multiple satellites, a process known as trilateration.^[39] The pseudorange \rho for each satellite is given by

\rho = \| \mathbf{r}_\text{user} - \mathbf{r}_\text{sat} \| + c \Delta t,

where \mathbf{r}_\text{user} and \mathbf{r}_\text{sat} are the ECEF position vectors of the user and satellite, respectively, c is the speed of light, and \Delta t accounts for receiver clock bias; at least four such measurements are required to estimate the three-dimensional position and time offset in ECEF.^[40] Advanced GNSS techniques like real-time kinematic (RTK) positioning leverage carrier-phase observations in the ECEF frame to resolve integer ambiguities between the receiver and reference station, enabling centimeter-level horizontal accuracy over baselines up to 25 km.^[41] Ionospheric corrections, derived from dual-frequency measurements or network models, mitigate propagation delays that could otherwise degrade precision to decimeter levels.^[42] Similarly, precise point positioning (PPP) processes undifferenced pseudoranges and carrier phases in ECEF using global precise orbit and clock products, achieving sub-decimeter to centimeter accuracy after 10-30 minutes of convergence, with ionospheric-free combinations further enhancing reliability in single-receiver scenarios.^[43] Integration of GNSS with inertial navigation systems (INS) employs extended Kalman filters to fuse ECEF-derived positions and velocities from GNSS with accelerometer and gyroscope data from INS, providing robust dead reckoning during signal outages lasting seconds to minutes.^[40] In tightly coupled architectures, raw GNSS measurements are directly incorporated into the filter alongside INS predictions, reducing position errors to meters in urban environments where GNSS visibility is limited.^[40] As of 2025, multi-constellation GNSS processing in ECEF incorporates signals from BeiDou-3 and Galileo alongside GPS, enabling PPP and PPP-RTK solutions with instantaneous fixed ambiguity resolution and 2-3 cm accuracy globally through enhanced satellite geometry and atmospheric modeling.^[44] BeiDou's PPP-B2b service delivers decimeter-level positioning via regional augmentation, while Galileo's high-accuracy service (HAS) provides sub-meter corrections over E6 signals, collectively improving coverage in challenging areas like polar regions.^[44]

Earth-centered inertial system

The Earth-centered inertial (ECI) coordinate system originates at the geometric center of the Earth, with its axes fixed relative to distant stars in non-rotating inertial space.^[1] The Z-axis aligns with the Earth's mean rotation axis, corresponding to the direction of its angular momentum vector, while the X-axis points toward the vernal equinox and the Y-axis completes the right-handed orthogonal triad in the equatorial plane.^[7] This alignment is based on the mean equator and equinox, providing a stable reference for celestial observations unaffected by Earth's oblateness or short-term wobbles.^[45] Common variants of the ECI system include the True Equator Mean Equinox (TEME), which orients axes to the true equator and mean equinox at the specific epoch of the data, and the J2000 (or EME2000) frame, fixed to the mean equator and equinox at the J2000 epoch of January 1, 2000.^[46] TEME is particularly used in two-line element (TLE) sets for satellite tracking, as it simplifies propagation for Earth-orbiting objects without fixed-epoch constraints.^[46] In contrast, J2000 offers a quasi-inertial reference closely aligned with the International Celestial Reference Frame (ICRF), with differences under 0.1 arcseconds, making it suitable for long-term astrodynamics.^[7] Compared to the Earth-centered, Earth-fixed (ECEF) system, the ECI frame excels in orbital contexts by enabling Newtonian mechanics without corrections for Coriolis or centrifugal effects from Earth's rotation.^[1] It supports direct computation of Keplerian elements for satellite trajectories, avoiding the complexities of a rotating reference.^[7] Key differences lie in the ECI's neglect of diurnal rotation, which suits short-term dynamics like ballistic trajectories, though long-term applications require periodic adjustments for axial precession and nutation.^[1] Transformations between ECEF and ECI typically involve Greenwich sidereal time.^[1]

Geodetic coordinates

Geodetic coordinates represent positions on or near the Earth's surface using a curvilinear system defined relative to a reference ellipsoid, consisting of geodetic latitude (φ), longitude (λ), and ellipsoidal height (h). Geodetic latitude is the angle between the equatorial plane and the normal to the ellipsoid at the point of interest, ranging from -90° to +90°. Longitude measures the east-west angular position from the prime meridian, typically from -180° to +180°. Ellipsoidal height is the distance along this normal from the ellipsoid surface, positive outward.^[1] Unlike the Cartesian ECEF coordinates, which measure straight-line distances from the Earth's center, geodetic coordinates employ a parametric representation that aligns with the ellipsoid's curvature. A key distinction arises in latitude: geodetic latitude differs from geocentric latitude (the angle from the equatorial plane to the line connecting the point to the Earth's center) due to the ellipsoid's oblateness. This difference is zero at the equator and poles but reaches a maximum of approximately 11.5 arcminutes at around 45° latitude, where geodetic latitude exceeds geocentric by about 0.192°.^[1]^[47] Conversion between geodetic coordinates and ECEF Cartesian coordinates is essential for computations. The forward transformation from (φ, λ, h) to ECEF (X, Y, Z) follows standard parametric equations based on the ellipsoid's semi-major axis and eccentricity, as detailed in the position representation section. The inverse transformation from ECEF to geodetic coordinates typically employs iterative methods or closed-form approximations, such as Bowring's method, which provides high accuracy with minimal iterations by solving for latitude and height iteratively using the ellipsoid parameters.^[1] In practice, geodetic coordinates serve as the standard input for navigation and mapping systems, such as GPS receivers, which output latitude and longitude for user interfaces while internally using ECEF for precise calculations like satellite ranging. This system facilitates intuitive representation of locations on maps and supports global positioning by referencing the World Geodetic System 1984 (WGS 84) ellipsoid.^[18]

References

[1]
[PDF] Coordinates - Naval Postgraduate School
These Earth Centered, Earth Fixed ECEF coordinates are the ones used by most satellites systems to designate an earth position. This is done because it gives ...
[2]
Earth-Centered Earth-Fixed Definition | GIS Dictionary - Esri Support
A Cartesian coordinate system that is valid for the entire earth, with its origin at the center of mass for the earth and its axes fixed relative to earth's ...
[3]
2.4 Earth Centred Earth fixed Cartesian Coordinates – Lost Without It
An Earth centred Earth fixed (ECEF) system has its centre at the centre of mass of the Earth, and the orientation of the axes are aligned with the Earth's ...
[4]
Comparison of 3-D Coordinate Systems - MATLAB & Simulink
An Earth-centered Earth-fixed (ECEF) system uses the Cartesian coordinates (X,Y,Z) to represent position relative to the center of the reference ellipsoid. The ...Earth-Centered Earth-Fixed... · North-East-Down Coordinates
[5]
ECEF Earth-Centered, Earth-Fixed Frame - SBG Systems
ECEF is a global coordinate system fixed to Earth's rotation, used for precise positioning and navigation of satellites and vehicles.
[6]
Acronyms and Glossary — OPUS Projects User Guide v2.0 ...
Earth-Centered, Earth-Fixed (ECEF) . A geographic and Cartesian coordinate system. It represents positions as X, Y, and Z coordinates, with the origin at ...
[7]
[PDF] Reference Frames Coordinate Systems
*. – The center of a body-fixed frame is the center of the body. » “Body” means a natural body: sun, planet, satellite, comet, asteroid. » The location of the “ ...
[8]
[PDF] VIIRS Geolocation ATBD - noaa/nesdis/star
Dec 5, 2011 · No ellipsoid is required by the definition of the ECEF coordinate system but the geodetic coordinate system depends on the selection of an ...
[9]
USEFUL CONSTANTS
Earth's rotation constants. Mean angular velocity of the Earth, Ω, 7.292 115 0(1), 10-5 rad/s, 0.014, IERS Numerical Standards (IAG 1999). Nominal angular ...
[10]
Carl Friedrich Gauss - LIDAR Magazine
Nov 4, 2009 · From about 1817 Gauss made studies in geodesy. His interest was aroused by a need for an accurate determination of the geographical position ...<|separator|>
[11]
[PDF] F.W. Bessel and geodesy
Renowned mathematician, astronomer and geodesist Friedrich Wilhelm Bessel started his geodetical research when it was already clear that Isaac Newton had been ...
[12]
[PDF] Vanguard: A History - NASA
The system would provide three coordinates of satellite position and three vectors of satellite velocity, plus accurate time of transit at each ground ...
[13]
Chapter VI SATELLITE GEODESY - National Geodetic Survey
Geodetic applications were outlined by the Smithsonian Astrophysical Observatory for data obtained from Project Vanguard during the 1958-59 International ...
[14]
Thirty Years of Maintaining WGS 84 with GPS | NAVIGATION
The first World Geodetic System (WGS), dubbed WGS 60, was created by the U.S. Department of Defense in the late 1950s as a “practical geodetic reference system ...
[15]
[PDF] Evolution of the World Geodetic System 1984 (WGS 84) Terrestrial ...
Nov 6, 2018 · ▻ Provides a global Earth-Centered, Earth-Fixed coordinate system for countless real-time and post-processing GPS users. ▻ Remains ...
[16]
Background - ITRF
The IERS was created in 1988 to establish and maintain a Celestial Reference Frame, the ICRF , a Terrestrial Reference Frame, the ITRF . The EOPs connect these ...
[17]
Itrf2020 - IGN
ITRF2020 is the new realization of the International Terrestrial Reference System. Following the procedure already used for previous ITRF solutions.Description · Frame Definition · ITRF2020 files · Transformation Parameters...
[18]
World Geodetic System 1984 (WGS 84) - NGA - Office of Geomatics
The World Geodetic System 1984 (WGS 84) is a 3-dimensional coordinate reference frame for establishing latitude, longitude and heights for navigation, ...
[19]
[PDF] Coordinate systems used in geodesy - National Geodetic Survey
(x, y, z): Conventional Terrestrial Reference Coordinate System (CTRS). The CTRS has the following definition: 1. Origin: At the geocenter (center of mass of ...
[20]
None
### Definition of Earth-Centered Earth-Fixed (ECEF) Coordinate System
[21]
[PDF] USER's HANDBOOK ON DATUM TRANSFORMATIONS ...
Appendix A lists the reference ellipsoid names and parameters (semi-major axis and flattening) for local datums currently tied to WGS 84 and used for generating ...
[22]
EPSG:7019 - GRS 1980
EPSG:7019 Ellipsoid for Adopted by IUGG 1979 Canberra. Inverse flattening is derived from geocentric gravitational constant GM = 3986005e8 m*m*m/s/s; ...
[23]
ITRF2014: A new release of the International Terrestrial Reference ...
Jul 18, 2016 · The ITRF2014 is generated with an enhanced modeling of nonlinear station motions, including seasonal (annual and semiannual) signals of station positions and ...2 Itrf2014 Input Data · 3 Itrf2014 Data Analysis · 4 Itrf2014 Results
[24]
[PDF] Geodetic Coordinate Conversions - Naval Postgraduate School
Latitude, Longitude and Height to/from ECEF (x,y,z). A. Latitude, Longitude, Height to ECEF xyz. There is a closed form solution for this transformation.
[25]
Ellipsoidal and Cartesian Coordinates Conversion - Navipedia - GSSC
The Cartesian coordinates of a point ( x , y , z ) can be obtained from the ellipsoidal coordinates ( φ , λ , h ) by the next expressions.
[26]
IERS - IERS Technical Notes - IERS Conventions (2010)
### Summary of Transformations Between ECEF and ECI (IERS Conventions 2010, Chapter 5)
[27]
[PDF] GPS Modeling and Analysis Summary of Research
Jan 15, 2002 · The North, East, Down (NED) coordinate system is centered at some specified location on the earth's surface. The N-axis points due north and the ...
[28]
None
Summary of each segment:
[29]
Computing Approximate Sidereal Time
The local mean or apparent sidereal time is found by obtaining the local longitude in degrees (east longitudes positive), dividing by 15 to convert it to hours ...
[30]
NGS Coordinate Conversion and Transformation Tool (NCAT)
Jun 16, 2025 · NGS Coordinate Conversion and Transformation Tool (NCAT) Convert/Transform from: Horizontal Horizontal+height XYZ Select the type of horizontal coordinate.
[31]
GRACE Monthly Geopotential Spherical Harmonic Coefficients CSR ...
The primary objective of the GRACE mission is to obtain accurate estimates of the mean and time-variable components of the Earths gravity field variations. This ...
[32]
A dataset of GRACE intersatellite geopotential differences from April ...
Mar 9, 2022 · Each data file includes the positions of GRACE satellites A and B in Earth-centered Earth-fixed (ECEF) coordinate system, intersatellite ...
[33]
[PDF] Handbook for Transformation of Datums, Projections, Grids ... - DTIC
Feb 3, 2021 · This document provides Army organizations and agencies with general guidance on selecting the appropriate methods for shifting between local ...
[34]
[PDF] ITRF2020 Plate Motion Model - HAL
Jan 4, 2024 · Following the series of ITRF plate motion models, this paper describes the main features of the ITRF2020-PMM which is made up of rotation poles ...
[35]
[PDF] Baseline Vector Repeatability at the Sub‐Millimeter Level Enabled ...
The technique of very-long-baseline interferometry (VLBI) combines the signal of a radio source recorded by a pair of radio antennas to provide the delay, ...Missing: SLR ECEF
[36]
[PDF] First Local Ties from Data of the Wettzell Triple Radio ... - IVS
Sub-millimeter precision is reached after removal of this bias. ... However, the reference points of the. SLR and VLBI telescopes are usually not accessi- ble ...
[37]
Reference Frames in GNSS - Navipedia - GSSC
Feb 23, 2021 · This ECEF reference frame is an updated version of PZ-90, closest to the ITRF2000. The transformation from PZ-90.11 to ITRF2008 contains only an ...
[38]
4.3 Code Pseudo Range Positioning – Lost Without It
In code pseudo range positioning, the GNSS receiver will make estimated corrections for these delays, and apply them when calculating position. Code pseudo ...
[39]
None
Summary of each segment:
[40]
Real-Time Kinematic (RTK) and GNSS corrections - u-blox
Mar 12, 2025 · RTK uses carrier-based ranging and Integer Ambiguity Resolution (IAR) to achieve centimeter-level accuracy, unlike traditional GNSS.Missing: ECEF | Show results with:ECEF
[41]
Modified RTK-GNSS for Challenging Environments - PMC - NIH
Apr 24, 2024 · Real-Time Kinematic Global Navigation Satellite System (RTK-GNSS) is currently the premier technique for achieving centimeter-level accuracy ...
[42]
Precise Point Positioning Using Dual-Frequency GNSS ... - MDPI
May 11, 2019 · Precise Point Positioning (PPP) is a method for obtaining the absolute position of a single GNSS receiver using carrier phase and ...
[43]
Performance of PPP and PPP-RTK with new-generation GNSS ...
Jul 1, 2025 · Performance analysis of precise point positioning using multi-constellation GNSS: GPS, GLONASS. Galileo and BeiDou. Survey Review, 49(352) ...
[44]
GSE - SPDF - Satellite Situation Center Web (SSCWeb) - NASA
This system is defined so that its X-axis is in the Earth's equatorial plane but is fixed with the rotation of the Earth so that it passes through the Greenwich ...
[45]
[PDF] orbit data messages | nasa
NORAD Two Line Element Sets are implicitly in a True Equator Mean Equinox (TEME) reference frame, which is ill defined in international standard or convention.
[46]
Conversion of time-varying Stokes coefficients into mass anomalies ...
Feb 19, 2018 · The maximum difference between geodetic and geocentric (co-)latitudes ... latitudes, reaching approximately 11.5 arc-minutes or 21 km. In ...