World Geodetic System: WGS 84
In the early 1980s the need for a new world geodetic system was generally
recognized by the geodetic community, also within the US Department of Defense.
WGS 72 no longer provided sufficient data, information, geographic coverage, or
product accuracy for all then current and anticipated applications. The means
for producing a new WGS were available in the form of improved data, increased
data coverage, new data types and improved techniques. GRS 80 parameters
together with available Doppler, satellite laser ranging and Very Long Baseline
Interferometry (VLBI) observations constituted significant new information. An
outstanding new source of data had become available from satellite radar
altimetry. Also available was an advanced least squares method called
collocation which allowed for a consistent combination solution from different
types of measurements all relative to the Earth's gravity field, i.e. geoid,
gravity anomalies, deflections, dynamic Doppler, etc.
The new World Geodetic System was called WGS 84. It is currently the reference
system being used by the Global Positioning System. It is geocentric and
globally consistent within ±1 m. Current geodetic realizations of the geocentric
reference system family International Terrestrial Reference System (ITRS)
maintained by the IERS are geocentric, and internally consistent, at the fewcm
level, while still being metrelevel consistent with WGS 84.
The WGS 84 originally used the GRS 80 reference ellipsoid, but has undergone
some minor refinements in later editions since its initial publication. Most of
these refinements are important for highprecision orbital calculations for
satellites but have little practical effect on typical topographical uses. The
following table lists the primary ellipsoid parameters.
Ellipsoid reference Semimajor axis a Semiminor axis b Inverse flattening (1/f)
GRS 80 6,378,137.0 m ≈ 6,356,752.314 140 m 298.257 222 101 WGS 84 6,378,137.0 m
≈ 6,356,752.314 245 m 298.257 223 563
The very small difference in the flattening thus results in a—very
theoretical—difference of 105 µm in the semi polar axis. For most purposes, the
differing polar axes can be merged to 6,356,752.3 m, with the inverse flattening
rounded to 298.257.
WGS84 receiver indicating its reference median is 5.3 arcseconds east Longitudes
on WGS 84 WGS 84 uses the IERS Reference Meridian as defined by the Bureau
International de l'Heure, which was defined by compilation of star observations
in different countries. The mean of this data caused a shift of about 100 metres
east away from the Prime Meridian at Greenwich, UK. The longitude positions on
WGS 84 agree with those on the older North American Datum 1927 at roughly 85°
longitude west, in the eastcentral United States.
Updates and new standards The latest major revision of WGS 84 is also referred to as "Earth Gravitational
Model 1996" (EGM96), first published in 1996, with revisions as recent as 2004.
This model has the same reference ellipsoid as WGS 84, but has a higherfidelity
geoid (roughly 100 km resolution versus 200 km for the original WGS 84).
Many of the original authors of WGS 84 contributed to a new higher fidelity
model, called EGM2008. This new model will have a geoid with a resolution
approaching 10 km, requiring over 4.6 million terms in the spherical expansion
(versus 130,317 in EGM96 and 32,757 in WGS 84).
