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process generates a conjugate point list, which can then be
refined through photogrammetric intersection to produce points
with three-dimensional coordinates at a specified level of
precision. Photogrammetric backdriving can be also used to
compute candidate matching point locations once reliable 3D
coordinates have been established by intersection. The results
are imported into a bundle adjustment process to provide a
rigorous evaluation of the network.
Once the 3D point data have been densified, the Delaunay
triangles are updated (Figure 1). The dynamic use of the
Delaunay triangles provides a strong method for surface
densification since it can be used to optimise the multiphoto
matching as new point measurement data are introduced in a
consistent triangulation between image and object space
through the collinearity model (Papadaki et al, 2001b).
The final product of the presented technique is a set of points
and associated topological information. Edges extracted from
the images (Deriche, 1993) can be processed in a similar
manner. This is currently achieved by matching the beginning
and end points of short edge segments.
The triangulation network derived from the point cloud can still
be lacking information in certain areas and be over defined in
others. Accordingly the success of the approach is highly
dependant on the existence of sufficient image texture
information and the similarity of the radiometric properties in
conjugate triangles.
Figure 1: Triangulated dense point clouds
3. PRECISION AND ACCURACY EVALUATION
The data produced by the densification process is a 3D point
cloud with known quality estimates. A first evaluation of the
data precision and reliability is undertaken after
photogrammetric intersection, which serves as an outlier
rejection process and refines the point cloud. The
implementation of the self-calibrating bundle adjustment allows
for further evaluation of the ‘quality’ of the image
measurements at all stages of the process. An evaluation of the
data accuracy is made by comparing the photogrammetrically
derived data with data of the same object surface provided by
the CMM.
Comparison of photogrammetric data to CMM data requires the
definition of a common datum. The key limitation of not being
able to directly measure retro reflective targets with the CMM
was overcome by physically establishing a datum using four
ball bearings of 12.6 mm diameter attached to the object. In the
case of the CMM the ball centres are defined by multiple
measurements using the CMM probe tip followed by a spherical
best fit to the data. In the case of photogrammetric analysis, the
reflective surface of the balls also acts as a retro reflector given
axial illumination from the photogrammetric system.
Intersecting lines of sight from multiple camera stations directly
provides the coordinates of the sphere centres. Once the datum
was established a small set of retro-reflective targets were then
measured photogrammetrically to provide coordinates in the
same system as that of the CMM. The estimated standard
deviation for the target coordinates was 30 um.
To evaluate the precision and stability of the different types of
image measurements made, some thought needs to be given to
assigning appropriate initial measurement weights. The measu-
rements are not homogeneous and need to be processed accor-
ding to an appropriate statistical measure, defined by the quality
indication at each measurement stage. As a starting point, the
weight attributed to the target image measurements has been set
according to prior knowledge of retro target image measure-
ment precisions for the camera systems used (Robson et al,
1999). In the data sets presented in this paper a default weight
for retro reflective target measurements was set at 0.5 um.
The image measurements made by the multiphoto patch
matching process developed in this research were given weights
derived from the texture matching process. The matching
solution provides standard deviations in x and y that vary from
image to image and are used as weights for the measurements.
The standard deviations reflect the internal stability of the least
squares matching and are typically in the range of 1-1.5 um.
The ‘natural’ points in the seed image, extracted by the feature
operator, are assigned a mean weight from their matched
corresponding points.
4. EXPERIMENTAL DATA
The data set used for this evaluation is an automotive gearbox
housing, which is characterised by complex surfaces and depth
discontinuities. The gearbox is metal casting and whilst smooth
has some natural surface texture. One side of the gearbox has
been imaged with two Kodak MegaPlus ES 1.0 digital cameras,
which have a resolution of over one million pixels (1008x1018).
This camera model outputs eight bit digital images with 256
levels of gray resulting in high quality contrast detail ([1]).
The retro-reflective targets defining the common CMM datum
were processed in an image network acquired with a Kodak
DCS460 (3060x2036). The measurement of retro reflective
targets has been undertaken in vision metrology software
(VMS) developed by (Robson & Shortis). These target
coordinates are used in the datasets presented in this paper to
ensure a common datum.
The CMM data has been provided for certain areas of the
gearbox (courtesy of NPL [2]). The analysis presented in this
paper concentrates in point and surface comparisons ($4.2) for
two particularly complex areas. The estimated accuracy of the
CMM point data is 5-10 um.
4.1 Data description
Images of the gearbox have been acquired under controlled
conditions in three different circumstances. The first involved
the projection of laser dots on the gearbox surface (Figure 2).
The laser dots were produced by a focusable laser diode emitter
as a 19x19 grid. The image of the laser dots is similar to that of
retro-reflective targets, although it is affected by speckle
(Clarke, 1994). This data set was acquired under illumination
conditions that yielded high contrast for the retro reflective
targets and laser dots whilst eliminating virtually all
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