The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences. Vol. XXXVII. Part B4. Beijing 2008
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scanned across each pixel regarded as noise and the standard
deviation of the DN values covered in the window was
computed. If a low standard deviation was observed, the pixel
was deemed as being located in a flat area, and furthermore,
this point was confirmed as noise. As a result 2,418 out of 7,452
points remained as noise while the others were re-fed into the
non-noise 3D point cloud. The overall distribution of the re-fed
points is shown in Figure 2(d). It is noted most of the re-fed
points occurred at the area of large height variation while noise
points located at the image edges remained as noise.
3.3 Iterative Noise Reduction
Since a local shortage of MOLA points would impact the result
of surface matching, it was proposed to replace MOLA points
with non-noise HRSC intersection points produced in
Section 3.2 (Figure 4 (a)) as reference surface. Surface
matching was then performed again with the original
intersection point cloud (Figure 2 (b)). The matching was
finished after 5 iterative computations and in total 1,906 points
was treated as errors. The distribution of the removed errors is
shown in Figure 4 (b). Compared with the result from the first
matching, the number of detected noisy points was significantly
reduced. Moreover, compared with Figure 2 (c), it is observed
that the updated reference surface effectively improved the
determination of possible errors.
4. QUALITY ASSESSMENT
In order to assess whether there was any improvement after
noise reduction, a DTM quality assessment was carried out. To
accomplish this, height differences between the MOLA points
and the HRSC 3D intersection points were computed. The
derived height difference was considered as an indicator of
DTM quality. As the spot size of MOLA footprint on Martian
surface is about 160 m (Smith et al., 2001), a buffer distance of
160 m was applied to each MOLA point. The HRSC
intersection points located in the buffer zone of MOLA points
were selected and their height differences were computed.
Four sets of point clouds were compared against MOLA points,
including the original HRSC intersection points (Set 1), the
point cloud after the first noise reduction (Set 2), the point
cloud after noise inspection (Set 3) and the point cloud after the
second noise reduction (Set 4). The statistics of the height
difference are listed in Table 1.
Set 1
Set 2
Set 3
Set 4
Total points
28,098
20,646
25,680
26,138
Points
examined
848
737
812
815
Max
6223.1
140.5
228.2
140.4
Min
-6413.3
-176.4
-211.5
-176.6
Mean
-16.835
-3.178
-3.079
-3.317
Stdev
606.870
23.463
34.731
33.365
Skewness
-2.992
-0.221
0.094
-0.112
Kurtosis
71.710
7.326
7.082
4.648
Table 1. Statistics of height differences for four datasets.
a slightly larger maximum, minimum and standard deviation
values were derived. Finally, when the point cloud in Set 3 was
used as a reference surface, the quality of the DTM after noise
reduction (Set 4) achieved the same level of Sets 2 and 3, in
which an even better kurtosis value was derived.
(a) (b)
Figure 4. Points for reference surface (a), and detected noise
(green) over HRSC intersection points (red) (b).
5. EXAMINATION OF DTM MOSAICS
It was expected that a large difference statistics would be
obtained for Set 1 as many errors can be observed in the
original HRSC point cloud in Figure 3 (top). While positive
results were derived after the first stage of noise reduction
(Set 2), in which the height differences were close to a normal
distribution. Furthermore, it is also revealed that the quality of
DTM after noise inspection (Set 3) was close to Set 2, although
From the results derived in Section 3, it was revealed that
numerous errors were distributed at the edge of the DTM. This
issue might affect the performance of DTM mosaicking. This
section therefore aims to examine the impact of noise reduction
on adjacent DTMs. To achieve this, four HRSC orbital images
(hi000, hi011, hi022 and h0103), which cover a section of the
large outflow channel in Ares Vallis (Figure 5) were employed.