The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences. Vol. XXXVII. Part B5. Beijing 2008
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two alternatives provides similar results however, line-based
scenario is more practical.
Another simulation (S3) has been tested to check the object
space accuracy if the navigation solution of the two data sets is
good. Using the same photogrammetric configuration in SI, the
image measurements are generated with appropriate noise level.
The land data is then processed alone. Another result is
obtained using both datasets. Table 4 presents the results in both
cases and holds a comparison to present the percentage of
improvement for the four common ground points T1 to T4.
The results show that the van heading can be perfectly
reconstructed. Both roll and pitch angles can be recovered with
accuracy of 1’. The vertical direction accuracy is less than 1 cm
and similar results were obtained for the direction perpendicular
to the van trajectory. However, the state in the direction of van
movement direction is not observable. In other words, moving
the van in the forward direction will not affect the quality of fit
and therefore the corresponding parameter will not be updated.
This can be solved by having other lines which is not perfectly
parallel to the van trajectory or having additional fewer point
measurement either between the successive LMMS image set or
connected with the airborne images if possible.
Po.
LMMS Only
AMMS &LMMS
Improvement
2D
3D
2D
3D
2D
H
3D
T1
0.130
0.131
0.014
0.016
9.0
0.9
7.9
T2
0.163
0.164
0.037
0.037
4.4
0.5
4.4
T3
0.128
0.129
0.019
0.021
6.8
0.8
6.1
T4
0.034
0.037
0.016
0.019
2.1
0.9
1.9
Ave.
5.6
0.8
5.1
Table 4: Object Space Accuracy Enhancement
Plannimetric accuracy (Horizontal) is improved by the fusion
algorithm with average of 5.6 times while the vertical accuracy
deteriorates (compared to LMMS alone). This is not acceptable
in terms of filtering and adjustment theories. This might be
interpreted as a result of non proper weighting scheme or due to
small number of points used to confirm the conclusion. In
general the 3D accuracy of the common points is improved by 5
times factor. The results of this simulation increase of LMMS
operational range by fusion with high resolution airborne
images, which has been limited by weak intersection geometry.
The last performed simulation (S4) is used to support the
innovative idea of using airborne images to improve/estimate
the georeferencing of the land based systems when they exhibit
large drifts due to GPS signal outages. A 500m trajectory was
simulated. Two aerial images are simulated with two lines (two
blue lines shown in Figure 5) in common with the land-based
image set. These two lines simulating the lane line marking of
the lane in which the LMMS van is moving. The linear features
are back projected to the image space to generate line image
measurements based on a true trajectory. Then, the navigation
solution is contaminated with large biases (up to 20m) in
position and several degrees in attitude. The data is then
processed using the developed framework. The adjusted
trajectory is compared to the true one.
8. CONCLUSIONS
The results presented in this paper reflects an ongoing research
for establishing framework for integrating land-based and
airborne mobile mapping system data-an integration scheme
that received less attention in mapping, navigation, or
photogrammetric literature. Both data sets are complementary
in terms of information, resolution, and geometry. The
developed framework adapts many of the existing tools to be
generic enough to perform the proposed integration scheme. In
this paper, we propose three vital applications for the fusion
process. Firstly, land-based mobile mapping system (e.g.
VISAT) can provide fast and efficient control points/lines for
georeferencing airborne image sets. The presented georefencing
strategy focuses on using linear features due to their extreme
advantages for real life applications. Secondly, the proposed
integration scheme enhances the 3D object space accuracy.
Adding airborne to land-based data in one adjustment session
reinforced the weak geometry in the imaging direction. This
advantage potentially increases the operational range of land-
based mobile mapping systems (usually was limited to 30-
50ms).
Thirdly, the framework proposes a practical strategy for
improving land-based mobile mapping navigation accuracy in
urban areas by fusion with airborne images. We focus on using
the available linear feature like lane lines and road edges as
matching entities. The obtained results are promising. More
testing is needed to draw the guidelines for performing such
strategy for bridging LMMS by fusion with airborne data.
Our future works include the application object space constrains.
Also, the earth fixed frame implementation will be tested for
georefencing image sets which cover large areas. Optimal
weighting strategy is included in our future plan. Once all the
features of the proposed framework are implemented, the
developed framework will be tested using real data.
REFERENCES
Cheng, W., Hassan, T. and El-Sheimy, N., 2007. Automatic
Road Geometry Extraction System for Mobile Mapping, The
5th International Symposium on Mobile Mapping Technology,
Padua Italy
Ebner, H., 1976. Self Calibrating Block Adjustment.
Bildmessung und Luftbildwesen 44: 128-139.
Figure 5: LMMS Bridging Simulation