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The knowledge of (relative) distances or angles in the scene can be used to obtain information about the metric structure. One of the easiest means to calibrate the scene at a metric level is the knowledge of the relative position of 5 or more points in general position. Assume the points
are the metric coordinates of the projectively reconstructed points
, then the transformation
which upgrades the reconstruction from projective to metric can be obtained from the following equations
 |
(F1) |
which can be rewritten as linear equations by eliminating
.
Boufama et al. [14] investigated how some Euclidean constraints could be imposed on an uncalibrated reconstruction. The constraints they dealt with are known 3D points, points on a ground plane, vertical alignment and known distances between points.
Bondyfalat and Bougnoux [13] recently proposed a method in which the constraints are first processed by a geometric reasoning system so that a minimal representation of the scene is obtained. These constraints can be incidence, parallelism and orthogonality. This minimal representation is then fed to a constrained bundle adjustment.
The traditional approach taken by photogrammetrists [20,56,179,57] consists of immediately imposing the position of known control points during reconstruction. These methods use bundle adjustment [21] which is a global minimization of the reprojection error. This can be expressed through the following criterion:
 |
(F2) |
where
is the set of indices corresponding to the points seen in view
and
describes the projection of a point
with camera
taking all distortions into account. Note that
is known for control points and unknown for other points. It is clear that this approach results in a huge minimization problem and that, even if the special structure of the Jacobian is taken into account (in a similar way as was explained in Section 5.4.2, it is computationally very expensive.
Subsections
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Marc Pollefeys
2000-07-12