CIP A 2003 XIX th International Symposium, 30 September - 04 October, 2003, Antalya, Turkey
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The software adopted was specifically developed for the
treatment of clouds of 3D points coming from laser scanner
(long range) and digital images by 3DVeritas, an Italian
company founded in 2000 as a spin-off from the European JRC.
Actually the software development is provided by JRC where
the software core originally comes from.
Reconstructor Software [Sequieira et al. 1999]; [Sgrenzaroli,
Wolfart 2002] allows producing photo-realistic 3D
reconstruction of real large-size object using laser scanning and
still images.
The workflow for laser data acquisition phase and processing
using Reconstructor can be divided in the following main steps:
viii) Data acquisition and storage; laser range data are acquire
together with digital images and organized in project
structure
ix) Pre-processing; range data are pre-processed for local
normal computation, confidence value computation and
noise reduction.
x) Data registration and geo-referencing; registration process
transforms into a single reference frame, range data
obtained from different viewpoints. This process can be
also provided directly by laser acquisition software using
external targets.
xi) Texture mapping; Reconstructor peculiarity is the
possibility to use range information for external camera
calibration and texture mapping over range information.
xii) Meshing; meshing tool converts the set of raw 3D points
into a triangulated surface (mapped with reflectance or
texture data)
The listed steps are described for the specific case study of this
research in section 9.
4. PHOTOGRAMMETRIC TOOLS
4.1 The photogrammetric way
The photogrammetric survey is driven by three constraints: a
general photogrammetric survey, in order to get the camera
orientation by bundle adjustment, a specific survey driven by a
theoretical model, and an automatic or semi automatic
measuring method in order to represent a specific surface of the
measured object. The first step is made using generic and
commercial photogrammetric software. In this project this first
step was made using PhotoModelerV4.0. Data have been
imported in Arpenteur software for the second step, Roma
software was use for the third one. Arpenteur and Roma
software are described in the following sections.
4.2 Arpenteur
ARPENTEUR (meaning ARchitectural PhotogrammEtry
Network Tool for Education and Research) is a set of software
tools developed by Pierre Drap and Pierre Grussenmeyer, MAP
CNRS laboratory. These tools are based on the notion network
use and rely on the IP communication techniques. Examples
can be consulted on the Internet site
http://arpenteur.gamsau.archi.fr.
As a tool dedicated to archaeology and architecture,
ARPENTEUR benefits from the expertise of two teams in the
fields of close range photogrammetry and the representation of
architectural information.
The main objective is founded on the idea of a process guided
by the information related to the field. Concerning architecture
and archaeology, the goal is to allow experts to use their
knowledge to produce results which ideally meet their wishes.
[BarcelQ 2000] The results can be shown as documents, visual
files, or as a body destined for a database. For this purpose the
system gives to the experts a set of tools which allow them to
formulate hypotheses related to their field of investigation,
hypotheses that lead to easier measurement process. Between
these, for example, the creation of a body representing the
objects in their field of investigation.
As a benefit of those choices, the ARPENTEUR looks like a
tool developed for professional architects and archaeologists
with minimal intervention from the photogrammetry expert.
4.3 Roma: 3-D automatic Measurement Principles
ROMA, Representation of Oriented Model for Arpenteur, is a
tool build on the I-MAGE method (standing for Image
processing and Measure Assisted by GEometrical primitive)
developed in the framework of the Arpenteur Project [Drap,
Grussenmeyer, Gaillard, 2001]. Roma allows automatic
measurement using a set of oriented photograph and a mesh
visible on these photographs.
Two types of solutions are offered in software market: in simple
software this phase is reduced to the minimum, the operator
shows a point on a photograph using to the mouse pointer and
the homologous point on another photograph; this solution is
used for example in: Photomodeler, Rollei CDW, etc.... In
more sophisticated software, based on stereoscopy, sometimes
bounded with correlation, homologous pointis determination is
more accurate but limited to at list two photographs and it needs
the intervention of a photogrammetric restitution professional.
Roma uses simplified geometrical model, i.e. a surface mesh,
image correlation and oriented photograph to determine 3D
points visible on photograph and included in the mesh.
We employ four steps ( ) in this Semi-automated Primitive
Measurement Method, considering that a mesh has been
measured and computed from a set of 3-D points visible on at
least two images:
X For each triangle of the mesh we scan triangle and get
point f]- Each point f] is projected as pi on to the
photograph 1;
X [] is projected as p2 onto the second image;
X Point p2 is used as an approximate position to initiate the
area based correlation process with pi;
X Point p3 is the result of the correlation; pi and its
homologous p3 are used for the computation of the 3-D co
ordinates of ni.