7.4.1 Introduction to the Kalman Filter-Smoother

INTRODUCTION



In order to relate the various Least Squares procedures that are used in GPS data processing, an attempt is made to classify the Least Squares processes with respect to three criteria:


The most common example of a time-varying system that is encountered by surveyors is one in which the instantaneous position of a moving GPS antenna is to be estimated using the "kinematic GPS surveying" techniques (section 5.5.5). In the case of kinematic positioning, step-by-step procedures are the key to real-time applications. However, the two concepts should not be confused. The choice of the processing mode is not imposed by the system behaviour, but rather it is a matter of data organisation. Step-by-step estimation procedures can be very useful even in the static case. They have proven to be very efficient for upgrading geodetic networks as new survey data becomes available, as for example the incorporation of EDM measurements into a previously triangulated network (KINLYSIDE, 1992; HARVEY, 1994). Hence for the static positioning case, the possible combinations are (MERMINOD & RIZOS, 1988):

 


Estimation procedures appropriate for kinematic systems are (MERMINOD & RIZOS, 1988):

 


Considering a set of n observations and u parameters at each of e epochs, the change from a static system process to a kinematic system process can be summarised for the different cases:

	

Back To Chapter 7 Contents / Next Topic / Previous Topic

© Chris Rizos, SNAP-UNSW, 1999