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INTRODUCTION |
There are, generally speaking, two classes of processing strategies for obtaining a GPS single session solution:
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A multi-baseline phase data reduction procedure accounts for the inherent
correlation between stations observing simultaneously through the functional
model for the double-differences (section 6.3.5)
containing parameters linking independent baselines. For example, if baselines
1-2 and 2-3 are to be used to generate double-differences, then the coordinate
parameters for station 2 appear in the parametric equations for both of
the baselines 1-2 and 2-3, hence the baselines are
functionally correlated. Further, if the between-station correlations
are include in the weight matrix of the observations, the
stochastic correlations between the differenced observations are also taken
into account.
It must be stressed from the outset however that, in practice, there is often little discernible effect at the few parts per million level, on GPS solutions, between processing single baselines and processing all session observations in a simultaneous multi-baseline adjustment. However, such a statement must carry several riders:
(With regard to the former, some discussion is given in this chapter. As far as GPS geodesy is concerned, this topic is beyond the scope of these notes and will not be dealt with further.)
The two approaches to GPS single session adjustment: (a) the single baseline processing of individual baselines, and (b) the one-step multi-baseline processing; are briefly discussed in this chapter. Although they may be viewed as being in many respects (competitive) alternatives for processing session data, the two approaches have strengths and weaknesses that can be used to advantage in certain applications. Some of these are summarised below.
Single Baseline Solutions:
Multi-Baseline Solutions:
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© Chris Rizos, SNAP-UNSW, 1999