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: recording
netry (Ogleby
1995,) it was an obvious choice as a tool to create
the initial models of the main remaining
architectural elements. In addition, because of
the initial lack of a suitable base map, small
format aerial photography was also planned as
the method offered the possibility for creating
three-dimensional maps to a sufficient accuracy
(Fraser et al, 1995).
4. Architectural Recording
The technique employed at Ayutthaya is
relatively straight forward, and based on (but
notlimited to) the proven case of the terrestrial
stereo-pair. In general, stereo-pairs were taken
of the facades of selected chedis, prangs, stele
and walls so that a ‘library’ of architectural
elements could be derived. Convergent
photographs were also taken of many of the
features so as to have the possibility of
strengthening the control network for the
features if necessary. The camera used was a
Hasselblad 500ELM with a reséau plate, and
either a 50mm lens or an 80mm lens as required
by the geometry. The camera was mounted on a
good quality, stable, Manfrotto brand tripod,
allowing the camera orientation to be repeated
between exposure stations to an accuracy
suitable for the restitution of the stereo-pairs.
The film used was Fujichrome 100 ASA colour
transparency, giving good colour saturation
with medium archival qualities.
Figure 2: Wat Kung Sang, a chedi in poor condition
It is important to acknowledge that the
photogrammetric recording procedure was
designed for the purpose of creating the basic
three dimensional models needed for the
419
computer reconstruction. This was not a
documentation program, although the records
can be used in part for this purpose. Rarely were
all the sides of a chedi recorded, a minimum
number of elevations or facades were
photographed as nearly all of the architectural
features were symmetrical. Poor or badly
preserved examples (Figure 2) of a particular
chedi or prang style were not recorded, the
photographs would not be of much use in the
derivation of a three dimensional ‘cell’ of the
object. There was neither the time, the funding
nor the immediate level of interest in
establishing a significant documentation
program as part of this project.
Numbered targets were placed on the surface of
the features being photographed, and
coordinates derived for each of these. The
targets are made from 5cm square aluminium
covered with a self-adhesive cross target
produced some years back for a theodolite
intersection exercise in the aerospace industry.
The targets are numbered and placed on the
feature using re-useable adhesive similar to the
‘BluTac’ product, allowing the targets to be
removed once the photography is completed. In
general, six such targets are placed for each
stereo-pair as experience has shown the extra
time taken to coordinate targets in the field is
considerably less than that required to extend
weak control networks across architectural
features using either triangulation or bundle
adjustment of pass points. Where the size or
height of the object did not facilitate the
placement of targets at key locations, features on
the surface of the building were used as photo-
control points. Their location was described and
sketched so they could be recognised back in
Australia.
Three dimensional coordinates for the targets
was provided by theodolite radiation from either
an arbitrary control point, or an instrument
point coordinated as part of a network. A
network of controlled instrument points were
placed around the main chedi area of Wat Pra Si
Sampet (the most recognisable remains at
Ayutthaya), and coordinated onto the Thai
mapping grid using a Leica System 300 GPS as
part of the preparation for the aerial
photography. This provides for the actual
spatial location of the eight features recorded to
be determined. At other locations a local
coordinate datum was used as only the shape and
size of the feature was required, its true position
could be determined by other means if necessary.
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B5. Vienna 1996