International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B4. Istanbul 2004 .
However, actually, noises such as electric poles, electric
cables and trees exist in textures in many cases, even if
nadir images are used. Therefore, the threshold value of
change detection should be set a lower value. In our
preliminary study, a best threshold of building change
detection is 0.8-0.9. Based on this processing, building
demolition and reconstruction can be detected. The
correlation coefficient is less value than the threshold,
when buildings are disappeared or constructed (See,
Figure.8). However, a case, which a new building is built
up in a vacant lot, cannot be applied to this change
detection algorithm, because initial polygons do not exist.
In this case, lot boundaries obtained from GIS data can
be used for this processing.
Existing image
Latest image
Projection
Back-
Correlation coefficient = 0.5370
(R=0.523 G=0.579 B=0.509)
Figure. 8. Example of preliminary
study (Comparison of roof polygon)
6. NEW 3D DATA CONSTRUCTION
While buildings with changes are detected in the existing
TLS images, new 3D data are reconstructed at the same
location by using initial values. The initial values are
based on DSM generated from TLS images, a building
template model and surrounding information. Based on
this algorithm, a feature based matching is applied to
reconstruct new buildings. However, especially in urban
dense area, it is difficult to detect building boundaries
due to a complexness of a building feature. Therefore,
authors have developed the semi automatic matching
based building extraction application. This application
requirès only polygon input manually in a single image
without stereoscopic measurement, and it generates 3D
data automatically, as Figure.9 shows [3].
e se
Rz ry
Figure. 9. Semi-automatic matching based building
extraction application
7. CONCLUSION
The method of revision 3D building data by integrating
texture change (roofs and walls) and 3D shape change of
buildings using STARIMAGER/TLS (Three Line
Sensor) is proposed in this paper. When high-level 3D
data are prepared beforehand, this method is effective for
automatic change extraction of 3D building data in urban
dense areas.
8. ACKNOWLEDGEMENT
STARIMAGER / TLS images were provided by
STARLABO Co. Ltd. The authors thank this company
for acquiring these data available.
References
[1] Masafumi NAKAGAWA, Ryoruke SHIBASAKI, Development of
Methodology for Refining Coarse 3D Urban Data Using TLS
Imagery, ISPRS Commission | |, WG 6, 2003
[2] Masafumi NAKAGAWA, Ryosuke SHIBASAKI, Y.KAGAWA,
Fusing stereo linear CCD image and laser range data for building
3D urban model, ISPRS Commission _, WG _/7, 2002.
[3] Katsuyuki NAKAMURA, Masafumi NAKAGAWA, Ryosuke
SHIBASAKI, 3D Urban Mapping Based On The Image
Segmentation Using TLS Data, 23™ Asian Conference on Remote
Sensing, 2002
[4] M.NAKAGAWA, H. ZHAO, R.SHIBASAKI, Comparative study
on model fitting methods for object extraction, Asian Conference
on Remote Sensing, 2000