Wonkyu Park
Accuracy (RMS, meter
Smooth region Rough region
5
Minimum curvature 39.32m 46.74m
. 44.37m
Multiquadric 40.54m 49.66m
Modified She 39.04m 45.44m
Table 1. Quality assessments of interpolation schemes performed using automatic stereo matching results.
Figure 3. Three-dimensional view of DEMs over 30km x 40km region by Kriging (left) and by Gaussian (right).
3.2 Optimum interpolation strategy
Although Gaussian interpolation scheme shows satisfactory results,
unrealistic elevation, unfortunately, can be introduced in large regions
where stereo matching fails. This can be explained using the concept
of ‘center of gravity (COG)' and 'empty center index (ECI)' (Kim ef
al., 1999). The COG of scattered input points compris es the average of
two-dimensional coordinates. ECI is the mean distance of scattered
input points from the center of interpolation. If COG is greater than a
threshold or if normalized ECI is too far from 0.5, interpolation is
regarded as failure.
Figure 4. Concepts of 'center of gravity'
(left) and 'empty center index (right).
Without correcting for COG, boundaries of matched regions will have incorrect elevation. Even if the COG criterion is
satisfied but stereo matching fails over a small hill, the hill will not be correctly represented after interpolation. Thus,
the ECI criterion that may be regarded as a one-dimensional version of COG in radial direction is also needed. The
result of using COG/ECI criteria exhibits correct boundaries of matched regions.
In summary, due to errors in stereo matching, Gaussian interpolation scheme shows satisfactory results for satellite
images. Also, to prevent interpolation on large regions where stereo matching fails, COG and ECI within each search
regions of interpolation are used as a rejection criterion. Through this strategy, DEMs can be effectively generated from
satellite images.
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4 EXPERIMENTS AND RESULTS | Acqu
Table
We will show experiments with two 60kmx 60km SPOT panchromatic stereo image pairs including ocean, rivers, urban
and mountain, etc. (See figure 5 and 6). Table 2 shows the scene information on SPOT images used. GCPs are collected The p
using a GPS receiver whose accuracy is less than one meter. For the quantitative assessment of DEMs, we prepare tW softw:
truth DEMs: 1) 100m-resolution Digital Terrain Elevation Data (DTED) generated by NIMA, USA. 2) 60m-resolution in oce
DEM generated from digitized contours produced by National Geography Institute. gener:
DEM:
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708 International Archives of Photogrammetry and Remote Sensing. Vol. XXXIII, Part B3. Amsterdam 2000.