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brought about a new philosophy of using permanent GPS
observations for geodesy and geodynamics.
The great importance of permanent stations for practical
geodetic works in every country and for research has been
fully recognized in the research programmes of the Central
European Initiative (CE1). It is also worth mentioning that at
the Conference of the National Representatives of all the
countries participating in the CEI Section C cooperation held
in Warsaw, 24-25 March 1995, a resolution was adopted on
the organisation of permanent stations in CEI countries.
Below you find the original version of this resolution:
The CEI Section C "Geodesy"
recognising
the important role of permanent GPS stations for
* the maintenance of the ITRF,
* both geodetic and geodynamic practical works and
research activities, and
* the contribution to orbit improvement and
permanent monitoring of the Earth rotation and the
investigations of the ionospheric effects
recommends
that each CEI country make efforts to establish at least
one permanent station on its territory
and requests
that all national institutions or agencies responsible for
geodetic works and research activities support such
action with indispensable financial and any other
assistance.
Currently permanent GPS observations (stations) are mainly
used for the following purposes:
• Determination, accuracy improvement and maintenance
of the ITRF (International/IERS Terrestrial Reference
Frame). These tasks are carried out nowadays by two
global services: IGS (International GPS Service for
Geodynamics), whose performance is based on a
network of permanent GPS stations, and IERS
(International Earth Rotation Service), which uses GPS
measurements as complementary to observations made
by other satellite and space techniques, mainly by
Satellite Laser Ranging (SLR) and by Very Long
Baseline Interferometry (VLBI). The most important
products offered by these services include precise orbits
of the GPS satellites, precise positions of permanent
stations (and their velocity vectors) and geodynamic
parameters of the Earth rotation; they also provide us
with clock corrections of GPS satellites and tracking
stations as well as with information on the ionosphere
and troposphere. In Europe the global network is
realised by a continental network that is being
established by EUREF (European Reference Frame)
campaigns. This network constitutes a precisely defined
part of ITRF known as European Terrestrial Reference
Frame (ETRF). Recently a new category of EUREF
points has been introduced, and these are permanently
working stations.
• Establishment of reference control networks (stations) for
the connection of the national geodetic frames and newly
created national active positioning and navigation
systems. Points of the EUREF frame and permanently
working satellite stations that belong to the IGS and
IERS services constitute the basic international (global
and regional) frame in Europe to which all national
satellite control networks are connected. The national
satellite control networks are therefore established as a
densification of the EUREF frames and IGS/IERS
frames. National active positioning and navigation
systems based on permanent reference stations operating
in some countries are known as so-called Precise Active
Positioning System and Standard Active Positioning
System. A growing demand for active systems for land,
marine and air navigation has been expressed by public
services such as aviation, navy, transport,
communication, police, fire department, health and other
emergency services. This demand is satisfied by the
satellite services of DGPS (Differential Global
Positioning System) performing their activity in many
countries and providing position of moving objects in
real time.
• Establishment of points (stations) for geodynamic
research and connection of focal geodynamic networks.
The new philosophy of geodynamic research consists in
analysing permanent precise GPS observations that are
performed at geodynamic points (in observatories). This
helps to detect geodynamic effects, including the
periodical ones, which occur with various amplitudes
and various frequencies (with different periods). Today
analysis of changes in the velocity vectors of permanent
stations constitutes the basis for the most valuable global
and regional geodynamic research. A network
established recently in Japan can serve as an example of
this kind of geodynamic network. The Japanese network
consisting of 900 permanently operating stations,
monitors all the short-term changes in the position and
provides data for geodynamic interpretation and
predictions as concerns any possible occurrence of an
earthquake.
5. NEW ROLE OF SATELLITE PERMANENT GPS
STATIONS
In the considerations presented below we shall take into
account only these aspects of geodynamic research that refer
to analyses of the changes of point positions. The application
of permanent GPS observations in determining and improving
the accuracy of the global dynamic parameters and in
permanent monitoring of the Earth rotation constitutes a
separate set of problems which require a separate discussion.
By the time the satellite technology was introduced,
geodynamic research had been based mainly on the analysis
of stability of special points of geodetic triangulation and
trilateration networks measured by means of classical
measurement techniques, including, above all, linear
(distancemeter) measurements, precise angular measurements,
precise levelling measurements and gravimetric surveys. The
frequency of the measurements of such networks depended
mainly on the expected displacement values and the accuracy
of the measurement techniques. In many cases determination
of slight displacements was difficult due to the'application of
insufficiently accurate observation techniques. In fact the
same philosophy was used in the analysis of the determined
displacements of points of the local and regional networks as
well as in research of a global nature while analysing
movements of continents or tectonic plates. Analysis of
stability in the position of points of a geodynamic network
was often conducted separately for horizontal (triangulation,
trilateration) networks and for vertical ones: "horizontal" and
"vertical" displacements were determined.