7.2.3 Basic Modelling Concepts

GPS DATUM DEFINITION ISSUES



The GPS satellite datum enters the GPS phase solutions through the definition of the known components of the range eqn (7.1-19) and the Figure below, that is:

The datum in which the satellite coordinates are expressed is nominally the WGS84 system. However, the accuracy of the broadcast ephemerides is perhaps at the one or two dekametre level. The fixed station coordinates should therefore also be defined in the same (WGS84) reference system at this dekametre accuracy level. If the results are required in the local geodetic datum, the coordinates must be transformed using an appropriate procedure (Chapter 11).

 



The geometric range: receiver to satellite.

In GPS satellite positioning, the following datums are involved:

  • World satellite datums such as WGS84 -- a geocentric reference system with axes aligned parallel to the earth's primary axes. The GPS orbit information transmitted by the satellites is referenced to this system, consequently GPS point positioning gives coordinate results in this system. It is also the system implicit in the local Cartesian system for GPS relative positioning.
  • In the case of the relative positioning mode, use is made of a local Cartesian system parallel to the global GPS satellite datum. This system has its origin at the fixed station of a baseline or network. It is a block-shifted version of WGS84, or whatever satellite datum is being used. (For example, if post-processed GPS orbits are being used, the datum is no longer WGS84, but a satellite datum such as the International Terrestrial Reference System.)
  • In general, station coordinate information is available in the conventional geodetic system. To integrate GPS results with terrestrial geodetic results requires the relationships between all the (nearly parallel) local and global Cartesian systems to be known, or determined.

 

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© Chris Rizos, SNAP-UNSW, 1999