The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences. Vol. XXXVII. Part B5. Beijing 2008
595
• The results achieved with the 100 m dataset are sensibly
better than those of the 200 m dataset. The mean of the
absolute errors of the 200 m dataset is approximately two
times bigger than that of the 100 m dataset.
• Considering the displacement errors, there are not
remarkable differences between the three main components.
To conclude* the first results obtained with the least squares
curve matching have been presented. They concern simulated
data, and were mainly used to test the matching capabilities and
improve different aspects of the matching algorithm, like the
outlier rejection. The achieved results using synthetic data are
encouraging. Future work will involve the test of the proposed
approach using real data. The usefulness of curve matching for
deformation studies, say the added value with respect to surface
matching, has to be proved.
ACKNOWLEDGMENTS
The matching results shown in this work were achieved by
using the LS3D Surface Matching software of the Chair of
Photogrammetry and Remote Sensing of the Swiss Federal
Institute of Technology Zurich, which was kindly provided for
academic purposes to the Institute of Geomatics by Prof. Armin
Gruen and Devrim Akca. The authors thank Prof. Jaume Calvet
and David García of the RISKNAT group, the natural hazards
research group of the University of Barcelona, for the data
acquisition for the main experiment described in this work.
REFERENCES
Akca, D., Gruen, A., 2005. Fast correspondence search for 3D
surface matching. International Archives of Photogrammetry,
Remote Sensing and Spatial Information Sciences, 36 (Part
3AV19), 186-191.
Alba, M., Fregonese, L., Prandi, F., Scaioni, M., Valgoi, P.,
2006. Structural Monitoring of a Large Dam by Terrestrial
Laser Scanning. International Archives of Photogrammetry,
Remote Sensing and Spatial Information Sciences, 36 (Part 5).
Alba, M., Longoni, L., Papini, M., Roncoroni, F., Scaioni, M.,
2005. Feasibility and problems of TLS in modeling rock faces
for hazard mapping. In: ISPRS WG III/3, III/4, V/3 Workshop
"Laser scanning 2005", Enschede, the Netherlands, September
12-14.
Bitelli, G., Dubbini, M., Zanutta, A., 2004. Terrestrial Laser
Scanning and Digital Photogrammetry Techniques to Monitor
Landslides Bodies. International Archives of Photogrammetry,
Remote Sensing and Spatial Information Sciences, 35 (B5),
246-251.
Fröhlich, C., Mettenleiter, M., 2004. Terrestrial Laser Scanning
- New Perspectives in 3D Surveying. International Archives of
Photogrammetry, Remote Sensing and Spatial Information
Sciences, 36 (Part 8/W2), 7-13.
Giussani, A., Scaioni, M., 2004. Application of TLS to Support
Landslides Study: Survey Planning, Operational Issues and
Data Processing. International Archives of Photogrammetry,
Remote Sensing and Spatial Information Sciences, 36 (Part
8/W2), 318-323.
Gruen, A., Akca, D., 2005. Least squares 3D surface and curve
matching. ISPRS Journal of Photogrammetry and Remote
Sensing, 59, 151-174.
Monserrat, O., Crosetto, M., 2008: Deformation measurement
using terrestrial laser scanning data and least squares 3D surface
matching, submitted to the ISPRS Journal of Photogrammetry
and Remote Sensing (in press).
Schneider, D., 2006. Terrestrial Laser Scanner for area based
deformation analysis of towers and water damns. Proc. 3rd IAG
Symposium of Geodesy for Geotechnical and Structural
Engineering and 12th FIG Symposium on Deformation
Measurements, Baden, Austria, 22-24 May, 6 p. (on CDROM).