It can also be concluded that full automation is
still a distant goal, computer assistance can
play an important role in many applications
but the results achieved by the analytical
power of the human operator cannot yet be
reproduced with sufficient success to remove
the operator from the process of feature
extraction and object recognition.
4. Integration issues
It is now widely recognised that more
information can be obtained from imagery if
data from several sources can be used. In
order to use such techniques it is essential that
these varied images be registered into a single
co-ordinate system. Several examples have
been quoted above. The image data also has to
be used with map data or other data in vector
form. To make use of this potentially vast
source of data automation has to be used to
synthesise the data and extract useful
information. For example in the process of
extracting features the support of a GIS is
becoming essential, a number of methods
under development for change detection
require the use of existing information to help
identify change. In a system for detecting
changes in forest under development at UCL
under contract to Earth Observation Sciences,
edges extracted from imagery are compared to
boundaries from maps in order to determine
where change has, or has not taken place. In
the top down method of feature extraction
information about the objects is required and
can come from a GIS. Ehlers (1994)
identifies a number of issucs for investigation:
data models
integrated classification procedures;
integrated error models;
automated registration and map revision;
integration with modelling techniques.
These are currently the active arcas of
research.
5. Validation issues
The concept of accuracy is well established in
the evaluation of photogrammetric data. There
is no problem in establishing the accuracy of
co-ordinates derived from imagery as long as
control in the form of check points is available.
Moreover the accuracy is usually related to
the scale at which a map is produced. Once
data from different sources is merged the
origin may be lost and if data or images of
different scales are merged then assumptions
may be made which are not valid. For this
reason data should be given an attribute which
indicates its source and accuracy. Little effort
has been made to do this at present although
342
work has been done to assess problems caused
by generalisation at different scales (Jaoa,
1994).
In the area of Radar data which has been
geocoded products are produced to indicate
certain aspects of accuracy. A pixel area map,
also called an energy map, can be produced to
indicate the surface area of a pixel when
recorded, thus allowing correction for slope
effects to be made by the scientist who is
interpreting the data. Layover and shadow
maps can also be produced (Schrieir, 1993),
Error budgets are also produced with geocoded
data which include an assessment of the
accuracy of the DEM used for the geocoding.
At the Remote Sensing Institute of the
European Union's Joint Research Centre at
Ispra, a geophysical processor is being
developed which aims to provide an
application scientist with all the information,
and tools to use that information, to allow
accurate interpretation of the data.
6. Conclusions
Digital photogrammetric systems are now
established as production tools although the
economic advantages are not yet well
established. Photogrammetric software is also
available on digital image processing systems
although care must be atken in using this and
accuracy assessments made. The use of the
latter systems with GIS enables data derived
from remotely sensed data to be directly passed
to the GIS and this offers significant avantages
in data acquisition.
The big break through will be when
automation can be applied as a production tool.
At the moment this only applies to elevation
models and automatic feature extraction and
model orientation is still a very active research
area.
As these new algorithms are being developed
and incorporated into digital systems it is
important that quality is considered and
validation techniques built in.
References
Ahac A. A., Defoe R., Wijk M. C. van (1992);
"Considerations in the Design of a System
for the Rapid Acquisition of Geographic
Information', PE&RS, Vol. 58, No. 1.
Benny A. H. (1981); 'Automatic Relocation of
Ground Control Points in Landsat
Imagery’, Paper presented at a RSS society
conference on "Matching remote sensing
technologies and their applications",
London, 16-18 December, 1981.