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The main tool for 3D data acquisition was the mobile mapping
van On-Sight developed by Transmap Corp. The 3D co-ordinates
of objects were measured with help of recently developed
methods for automated analysis of stereo georeferenced images
(see Section 3).
2 ACQUISITION OF THE DATA
On-Sight is MMS that integrates a Global Positioning System
(GPS) receiver, with an inertial navigation system (INS) and up to
four digital cameras.
Figure 1. On-Sight mobile mapping van from Transmap Corp.
GPS and INS determine the position and attitude of the van at any
time, while the digital cameras capture high-resolution colour
images showing road and road surrounding on the left side and in
front of the van. In the post-process colour images are
georeferenced. With the help of stereo photogrammetry and
interior, and exterior orientation parameters one can calculate 3D
co-ordinates of any object visible in stereo images.
3 EXTRACTION OF 3D OBJECTS
The 3D objects were extracted and measured from georeferenced
images using automated photogrammetrical methods
(Gajdamowicz, 1998, Gajdamowicz and Ohman, 1998,
Gajdamowicz, 1999).
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the recent position of the system. By selecting any point on
trajectory curve the user can access a corresponding image (Fig
3).
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Figure 3. Georeferenced image corresponding to the position of
MMS
The 3D co-ordinates of any feature in the image are typically
calculated in a stepwise process. In the first step the homologues
image co-ordinates of the desired feature have to be measured.
Typically, corresponding features in left and right image are
measured manually by a human operator (Transmap CorpGeofit,
1996). This approach introduces automation. The operator
initialises the measurement in one image. Then the algorithm that
employs epipolar geometry and cross-correlation (CC) in colour
space finds a correspondence. The set of transformation enables
the image co-ordinates to be expressed in global co-ordinate
space (Fig 4).
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Figure 2. Path of the MMS visualised on a digital map.
In the initial step the MMS data is visualised on a digital map (Fig
2). Such visual presentation enables easy access to any stereo
image par. The black curve in Figure 2 indicates the trajectory of
the MMS, where the light dot (marked wit circle) corresponds to
Figure 4. Results of automated measurements.
The colour information is used not only to find a correspondence,
but also to automatically segment objects like the road centreline,
road width, or road signs. The segmentation algorithm is initiated
by thresholding. Next, morphological filtering and Connected
Component Analysis are used to find the regions of interest
(ROI). Further analysis ofROIs consists of edge detection and
edge linking with Hough transformation. In the last step the image
co-ordinates of the corresponding object are automatically
extracted and transformed to the global co-ordinates frame.