Full text: Proceedings, XXth congress (Part 5)

  
   
  
  
  
  
  
  
  
   
  
  
  
  
  
  
  
  
  
  
  
   
  
   
   
   
   
   
  
   
   
   
  
  
  
  
   
  
  
   
   
   
   
  
  
  
   
   
  
   
   
  
   
  
  
  
  
   
  
   
   
     
    
    
  
   
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B5. Istanbul 2004 
  
via an image. The image would 'allow the automatic 
identification of individual components within a defined 2D 
area (x and y, using a click-and-drag box). Alternatively, the 
image would allow the automatic identification of individual 
components that were related in the z dimension (those 
including a specific x,y coordinate identified with a single 
mouse click). Individual components could be identified by the 
conservator on one image (say, that of the X-ray or reverse) and 
that component’s location could be viewed (suitably 
transformed) on another image (say, that of the front). 
The hierarchy and the image both allow access to the database, 
which consists of a series of records. The “identity” record 
holds administrative details of the object (title of the work of 
art, the name of the painter, etc). The “photography” record 
holds details of all photographs taken (location of area 
photographed, stage of treatment documented, etc). In addition 
to these global records, each individual component has a 
number of records associated with it, which can be updated by 
the conservator. The “structure” record holds data about the 
original composition of a component (from the length, breadth 
and thickness of an oak plank, to the colour and cut a of gem, 
etc). The “condition” record holds data about the current 
condition of a component (from ‘intact exemplar’ to 
‘deliberately removed’, etc). The “examination” record holds 
the results of scientific examination of a component (from the 
dendrochronological details of an oak plank to the chemical 
composition of a gem, etc). The “treatment” record holds data 
about the sequence of a conservator’s interventions (from the 
dates of treatments to the chemicals used, etc). 
    
  
  
  
  
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Figure 11: Position of a hidden iron dowel with respect to the 
painted image of Christ 
All records can be searched by using the attributes with which 
the hierarchy was constructed or by selecting keywords that 
occur in the free text entered by conservators in their records. 
The results of a search are presented as a list of the relevant 
components, opening of the hierarchical structure in appropriate 
places and highlighting the component’s outlined boundaries in 
the digital image. This allows all the conservators (there are half 
a dozen or so people with different expertise working on 
different areas at different times) to know who did what where 
and when. 
In addition to this invaluable project management function, the 
spatially referenced digital image also allows accurate 
measurements to be made without direct physical contact with 
the Retable itself. Accurate measurements are to be made for art 
historical purposes to throw light upon the construction of this 
  
400 
thirteenth century product of international collaboration. Units 
of measurement were not standardised, so was the Retable the 
product of an English foot or a French foot, or possibly even a 
Spanish or Italian unit of measurement? Also, irrational ratios 
were commonly used in architectural constructions, so was the 
design of the Retable based upon a proportion such as the 
square root of two? Remote measurement with the 3D model 
will allow us to answer such questions without risking further 
damage to this historically important object. 
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Figure 12: Position of the iron dowel (plus nineteenth century 
screws) as seen in X-ray mosaic 
5. CONCLUSIONS 
The use of photogrammetric monitoring and surface measuring 
tools within a purpose designed art conservation database has 
significantly contributed to the treatment of the Westminster 
Retable. The tools have also enhanced the conservator's 
understanding and documentation of this unique object and will 
assist in disseminating that understanding to a wider audience. 
6. REFERENCES 
Fraser, C.S. 2001 Automated Vision Metrology: À Mature 
Technology for Industrial Inspection And Engineering Surveys. 
The Australian Surveyor, 46(1): 5-11 
Robson. S., Brewer. A., Cooper. M.A.R., Clarke. T.A., Chen. J., 
Setan. H.B., & Short. T. 1995. Seeing the wood from the trees - 
an example of optimised digital photogrammetric deformation 
detection. The International Archives of Photogrammetry and 
Remote Sensing. Zurich 30(5W1): pp379-384 
Papadaki, H., Robson, S., Chapman D. P. and Woodhouse N. 
G., 2001. Obtaining accurate dense engineering data sets using 
an integrated close range photogrammetry and machine vision 
solution. Optical 3D Measurement Techniques V, Vienna, 
October 2001. pp 319-326 
Papadaki, H. 2002, Accuracy of Dense Surface Measurements 
in an integrated photogrammetry and machine vision 
framework. IAPRS, Corfu, Greece. Vol 34 Part 5 pp 68-73 
Forstner W., Gulch E., 1987 *A Fast Operator for Detection and 
Precise Location of Distinct Points, Corners, and Centres of 
circular Features". ISPRS Proceedings "Fast Processing of 
Photogrammetric Data", Interlaken, June, pp. 281-305 
Gruen, A. Baltsavias M, 1988 “Geometrically constrained 
multiphoto matching”. Photogrammetric Engineering and 
Remote Sensing, Vol. 54 (5), pp. 633-641 
7. ACKNOWLEDGEMENTS 
This conservation project is funded by the Heritage Lottery 
Fund and the J. Paul Getty Trust. 
    
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