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When enough points have been selected, we can estimate the transfer
function between the two images. This is done by pressing the
'Est. Error' button of the point list interface (Figure 17).
Figure 17:
Transformation parameters estimated
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Since a transfer function has now been estimated, we can estimate the
error on each landmark, by measuring the distance between the
corresponding landmark of the standard image and the transformed
coordinates of the reslice image (values in the right most column on
Figure 17).
If an 'edit' button of the point list interface is pressed, the
seleced landmark is shown on the 3-pane windows, along with a
projection of the same landmark transformed in from the other image
(Figure 18).
Figure 18:
Projection of 'minimal-error' point onto 3-pane views. Also
available in zoom mode.
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If one or more of the errors reported on the point
list
are large, this feature can
be utilsed to readjust the point definitions. Note: You should never
adjust a point which on the images seem well defined. Adjusting all
points until zero error is achieved will only minimise the error of
the points with respect to the estimated transfer function, the errors
are not directly to the registration error between the two images, and
are only useful for outlier detection.
Next: Inspection
Up: IPS - Interactive Point
Previous: Point Selection
Claus Svarer
2006-01-11