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Estimating Error

We are seeking in this section a method for combining individual estimates obtained from different tracked landmarks. This can be accomplished using the merging operation defined above if we can obtain an error model for estimates obtained from each tracked landmark. An error model for a particular tracked landmark T can be constructed using cross-validation. That is, we measure how well each observed candidate landmark in T is predicted by the rest of the candidate landmarks in T. This is a quantity which is fixed for a given tracked landmark, and hence can be computed a priori. More formally, for each landmark candidate tex2html_wrap_inline4444 which is a member of a tracked landmark tex2html_wrap_inline4522, we remove tex2html_wrap_inline4444 from T to obtain T' and use T' to estimate the camera position tex2html_wrap_inline4716 of tex2html_wrap_inline4444, using the position estimation method described in Section 1 of this chapter. The error model E for T is then described as an AT with two components, tex2html_wrap_inline4654 being the the average displacement of tex2html_wrap_inline4716 from the true position tex2html_wrap_inline4728 for all tex2html_wrap_inline4444 of T, and tex2html_wrap_inline4656 being the total covariance of the same displacements,
equation747
where
eqnarray751
where m is the number of candidate landmarks in the tracked landmark.

Note that while the merging operation defined previously for combining noisy estimates assumed zero mean error, it is possible for tex2html_wrap_inline4654 to be non-zero; a tracked landmark may, for whatever reason, contain systematic error. In order to maintain our assumption that the mean error is zero, we subtract this estimated systematic error from the position estimates prior to merging.



Robert Sim
Tue Jul 21 10:30:54 EDT 1998