com-
the
ele-
The
are
sely
As-
de-
r a
area
| of
'ided
‘trol
s at
70s.
were
ges.
' the
the
sting
Figure 6. Distribution of Control Points
and Ground Scenes of Two Images
40 points compared with 1:10,000 maps:
. mX=8.13, mY=8.16, mh=5.71
40 points compared with 1:50,000 maps:
mX-11.90, mY-12.65, mhz6.92
A line map at the scale of 1:100,000 was compiled
with all index and partial standard contours, some
habitations, roads, and hydrography features, etc.
(Figure 7). In addition, a DEM was registered from
the stereo images, and then used to generate the
control data of ZS-1. An orthophoto (Figure 8) at
the scale of 1:50,000 was printed, and the residual
RMSEs (mm) according to 26 check points are
mx=0.24, my=0.26
The experimentation shows that the approach de-
scribed in this paper is successful in processing
SPOT imagery and the achieved accuracies might meet
specifications even up to a scale of 1:25,000. Un-
fortunately, the (ground 10m) resolution of SPOT
images supplied currently is not clear enough to
well identify many details, such as habitations,
riverets, and village roads, which have to be pre-
cisely located for maps of these scales, and conse-
quently, using SPOT imagery for line mapping is
partly restricted unless images of higher resolu-
tion are available. Nevertheless, DEM registration
and orthophoto printing are much effective.
=
7
Figure 7. Partial Original Map (1:100,000) Compiled with SPOT Images
283
As
ES
tr
en.
niet
a
i
i
;
:
ÿ
E
e