Full text: Proceedings, XXth congress (Part 6)

  
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B6. Istanbul 2004 
  
In order to minimize the photogrammetric expertise during the 
plotting phase, the use of knowledge is made in three different 
steps in the photogrammetric data processing. 
2.1 The first step: geometrical knowledge 
Geometrical knowledge can be used in order to help the 
homologous point determination. We know that in the field of 
architectural or archaeological photogrammetry we can often 
have a geometrical approximation of the measured surface. In 
this context the I-MAGE process (as Image processing and 
Measure Assisted by  GEometrical primitive) (Drap, 
Grussenmeyer, Gaillard, 2001) is a convenient help for the user. 
After the manual measurement of some points on the object- 
surface, the user can focus his attention on the semantic way, 
observing only one picture when the system makes 
automatically 3D measurements. In this paper we present 
namely DSM tools based both on a surface approximation and 
on image processing considerations. 
2.2 The second step: archaeological knowledge 
The second step is using archaeological knowledge to obtain a 
complete representation of a measured artefact. This work, 
published last year, (Pierre Drap, Julien Seinturier, Luc Long. 
2003), is managed in three phases: 
1) Development of the theoretical model: for each identified 
object, a geometrical description offers a whole of geometrical 
primitives, which are the only objects to be potentially 
measured, and a theoretical representation of the object. 
2) As photogrammetric measurements are highly incomplete 
(the object is seen only partially or may be deteriorated), the 
Expert System determines the best strategy to inform all the 
geometrical parameters of the studied object, starting from the 
measurement process and handling the default data as defined 
in the architectural model and the geometrical model. The 
expert System used is Jess, for more details you can refer to 
(Jess, 2001) 
3) The resulting object is thus based on a theoretical model, 
dimensioned more or less partially by a photogrammetric 
measurement. During the exploitation of the photographs the 
operator can choose the number of attributes of the object 
which are relevant to measure. The choice of attributes is 
revisable in time, as for example during a second series of 
measurements. The system can be used to position in space 
some objects from a catalogue after a scaling process. For an 
extended measurement process, in addition to positioning in 
space, the system allows analysing how the measurements vary 
from the theoretical model (e.g. deformations or erosion). After 
all the system allows checking the model relevance. 
This approach has been used in underwater archaeological 
surveys, during the excavation of the Grand Ribaud F Etruscan 
wreck with more than 1500 amphorae of the same typology. 
(Grand Ribaud F, 2000-2004) 
2.3 The third step: knowledge to manage results 
In an archaeological context, a lot of data is produced from 
various sources. Heterogeneity is one of the main problems of 
this kind of applications. It can be found at several levels from 
the given data to the target format. We mainly focus on three 
kinds of heterogeneity due to multiple data sources, differences 
between objects of study and changes between versions. 
2.3.1 Heterogeneous data sources 
The first kind of heterogeneity comes from the differences 
between data sources. In our application, they can be divided in 
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two main families whether they are calculated or produced by 
an expert. The first ones are often well structured (i.e. vector or 
matrices) whereas the second ones are less structured (natural 
language). We call them semi-structured data and it is important 
that they can be more structured than full text. We are dealing 
with multimedia data, mainly pictures and semi-structured text. 
That is why the data model must provide a way to federate 
heterogeneous data across multiple data sources. The user must 
be provided with a unified view of data. 
2.3.2 Dealing with objects specificity 
The second kind of heterogeneity comes from the differences 
between studied objects, for instance between amphora and 
parts of amphora or even between amphorae themselves. Many 
data come from pictures, thus if not enough pictures are 
available, some pieces of information can be missing. Another 
problem comes from the fact that some objects may be 
incomplete (i.e. broken amphorae). 
The data model must also provide tools to express variations 
between objects from the same class and different level of 
details in the description of an object. 
2.3.3 Temporal heterogeneity 
And last but not least, we have to deal with changes. The 
changes can take place at several levels from values to data 
structure. For instance, the values can change between 
underwater and surface measurements; this kind of changes can 
be managed with modern database systems. But in our 
application, the classification of data (i.e. relation between 
families of objects) and the inner structure of those objects 
depend on the knowledge of experts and this knowledge can 
change when new measures are done. The data model must 
provide an easy way to change the schema of data and 
application build on top of it must be able to deal with change. 
2.3.4 Using XML for modelling photogrammetric Data 
For all the reasons presented in the previews sections we have 
chosen XML as our data model. XML is de facto the standard 
for federation and exchange of data between heterogeneous 
applications. We use SVG (SVG, 2001) to generate a view on 
the result and to visualize the data fusion operation. This will be 
described in section 4 of this paper. 
3. AUTOMATIC GENERATION OF 3D MEASURES 
Whereas in aerial photogrammetry automatic generation of 
DSM is becoming mastered, it remains a research topic in close 
range photogrammetry because of the greater complexity of the 
scenes. A relevant result can be obtained provided that a pre- 
existing network of 3D-measures is to be densified. With the 
aim of measuring new points automatically, two multi-images 
approaches have been explored: on the one hand the area-based 
matching and on the other one the feature-based matching. 
Five different steps follow the previous principles considering 
simple algorithms based on one approach to algorithms that 
combine both. All these methods have been implemented in 
ARPENTEUR and complete the I-MAGE module. 
3.1 The first phase: Roma, 3-D Automatic Measurement 
Principles 
ROMA, Representation of Oriented Model for Arpenteur, is the 
first tool built on the I-MAGE method developed in the 
framework of the Arpenteur Project (Drap, Grussenmeyer, 
Gaillard, 2001). Roma allows automatic measurement using a 
set of oriented photographs and a mesh visible on these 
photographs. 
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