International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B5. Istanbul 2004
Figure 2: Front and rear surfaces
materials from which the Retable was constructed. The wooden
structure changes dimension anisotropically with fluctuations in
relative humidity. Daily and annual cycles set up tensions
within the Retable that are complicated by the cross-grain joints
and attachments. These tensions are eventually released by
permanent changes in the wooden structure, which in turn cause
fractures in associated brittle components, such as stained glass
and paint layers. [n addition to relatively large-scale movements
(in the order of 1mm) that cause catastrophic failure and loss,
small-scale movements (of less than lyum) can cause air-gaps in
laminates that significantly alter the optical properties of the
composite structures. Many components have therefore broken
and, of those that remain mechanically intact, some have been
visually distorted.
The physical condition of the Retable prompted concern and
tests in the 1970s and 1980s lead to the establishment of a major
restoration project, of which photogrammetry is an integral part.
This paper describes a new method of documenting the process
of restoration which is based on a spatial database founded on a
common 3D coordinate system which can be used both for
referencing and monitoring purposes.
2. PHOTOGRAMMETRIC MONITORING
The (on-going) restoration project is addressing the immediate
physical needs of the Retable — removing accumulated layers of
dirt, a layer of paint that was applied in the eighteenth century,
thinning a seven-hundred-year-old discoloured varnish and
securing delaminated paint and glass. In addition, the project is
addressing the environmental conditions in which the Retable
will be displayed, when returned to the Abbey. For both these
aspects of the project, a dynamic and accurate 3D assessment of
the Retable was required. Monitoring change in dimensions
with environmental change was necessary in order to establish
safe limits for the control of relative humidity. It was also
required in order to assess the response of the Retable to
physical movement. Some of the conservation operations could
be carried out with the Retable in its normal vertical position,
of the Retable — prior to conservation
but other operations were easier to execute with the Retable in a
horizontal position — the conservators needed to know whether
it would be safe to lay the Retable down for long periods of
time.
Monitoring was to be carried out on a periodic basis with an
initial epoch to determine a starting size and shape followed by
interim epochs taken at selected times during the restoration
process. The precision of well-defined features was to be within
0.2mm, with no monitored feature location to be worse than
1.0mm. Such levels of tolerance for periodically measuring a 3
metre-long object over several years could not be achieved
using conventional techniques. A non-contact method of
measurement was required because of the physical fragility of
the surface of the Retable.
a s SI Let m B a
in its vertical supporting structure
Figure 3: The Retable
2.1 Data processing
Photogrammetric monitoring is primarily dependant on ability
to locate homologous imaged "features" to sub-pixel accuracy
and the dimensional stability of the digital camera and subject
during imaging. Monitoring requirements are well within the
precision attainable from multi-photo digital photogrammetric
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