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International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B5. Istanbul 2004
Leica R5 Leica R8
X Y 7 x Y E
(cm) (cm) (cm) (cm) (cm) (cm)
RMSE 4,6 3:3 4,9 4,1 3,9 3,5
Standard 4,1 35 4,9 3,9 3,8 3,4
Deviation
Maximum 8,9 8,3 8,8 7,1 7,7 15
Residual
Minimum -6,4 -7,1 -8,1 -7,8 -8,0 -8,4
Residual
Table 4b. Statistical results by using PhotoModeler and the
analogue cameras Leica R5 and Leica R8
MA MD MA MD NMA NMD
S > M M M M
Ma e ® e e e
S
MD ® e 9 e
S
M e e e
M
MD ^ .
M
NMA e
M
Table 5. Scheme of comparisons between the different cameras
(MA — metric analogue, MD — metric digital, NMA — non-
metric analogue, NMD - non-metric digital) and the
photogrammetric techniques (S—stereoscopic, M-monoscopic)
The results show that the performance of the digital cameras
Nikon and Rollei is similar, and better than that of the analogue
cameras Leica R5 and Leica R8. These 2 analogue cameras
have a similar performance with stereoscopic and monoscopic
photogrammetry. The most accurate results are obtained with
the Rollei camera, followed by the Nikon camera. The accuracy
obtained with the cameras Leica R5 and Leica R8 and
monoscopic photogrammetry are comparable, although the
Leica R8 camera gives somewhat more accurate results in Z.
This higher accuracy in Z can be justified by the greater
convergency of the photographs acquired with the Leica R8.
The results in X and Y obtained with the Leica R5 camera and
stereoscopic photogrammetry are more accurate than those
obtained with the Leica R8 camera and monoscopic technique.
To resume, the accuracy of the results obtained with the 4
cameras and the two photogrammetric techniques is within the
limits of the user specifications for an architectural archive, i.e.,
210 5 cm.
6. CONCLUSIONS
To conclude, Photogrammetry is as expected an excellent
means for accurate recording of architectural patrimony in the
form of an architectural archive. In this way, an architectural
archive is of fundamental importance for the preservation of the
patrimony. This preservation as well as the divulgation of the
patrimony and its surroundings is well-served with the 3D
urban models.
With respect to the photogrammetric techniques and the
photographic cameras it can be concluded that the monoscopic
technique allows for a simpler data acquisition process than the
stereoscopic one (ie. for the so-called "normal" case).
Information extraction is a time-consuming process in the case
of both techniques. Nonetheless, with the monoscopic
technique, the extraction of information from facades with
complex details is rather difficult. The existing software based
on the monoscopic technique has the advantage of allowing as
well the production of 3D models rendered with the rectified
images. The tests show that a standard digital camera, together
with relatively simple software based on the monoscopic
technique, allow the production of architectural archives at
scale 1:100 with a good price/quality relationship.
REFERENCES
Bourdakis, V., 1999, On Developing Standards for the Creation
of VR City Models,. Modeling & City Planning.
Carbonnell, M., 1989, Architectural Photogrammetry in Non-
topographic Photogrammetry, Ch. 19, pp. 321-347, Second
Edition, American Society For Photogrammetry and Remote
Sensing, (USA: H. M. Karara, Science and Engineering Series).
Dallas, R. W. A. 1980, Architectural and Archaelogical
Recording in Developments in Close Range Photogrammetry —
1, Ch. 5 pp. 81-116, (London: K. B. Atkinson, Applied Science
Publishers, Ltd.). :
El-hakim, S.F.,Beraldin, J. A., Picard, M., 2002, Detailed 3D
Reconstruction of Monuments Using Multiple Techniques In
CIPA WG6 International Workshop: Scanning for Cultural
Heritage Recording, Corfu, Greece, 1-2 Set.
Scherer, M., 2001, About the Synthesis of Different Methods in
Surveying, Proc. of International Workshop on Recreating the
Past — Visualization and Animation of Cultural Heritage,
Ayutthaya, Tailándia.
ACKNOWLEDGEMENTS
The authors are grateful to Municipia for lending the aerial
photographs and the orientation data, to the Instituto Superior
Técnico for lending the semi-metric digital camera, and to
Topométrica for lending the total station.