Developments in digital photogrammetry have provided the ability to generat
e digital elevation models (DEMs) automatically and are increasingly used b
y geoscientists. Using overlapping imagery, dense grids of digital elevatio
ns can be collected at high speeds (150 points per second) with a high leve
l of accuracy. The trend towards using PC-based hardware, the widespread us
e of geographical information systems, and the forthcoming availability of
high-resolution satellite imagery over the Internet at ever lower costs mea
n that the use of automated digital photogrammetry for elevation modelling
is likely to become more widespread. Automation can reduce the need for an
in-depth knowledge of the subject thus rendering the technology an option f
or more users. One criticism of the trend towards the automated "black box"
approach is the lack of quality control procedures within the software, pa
rticularly with reference to identifying areas of the DEM with low accuracy
. The traditional method of accuracy assessment is through the use of check
point data (data collected by an independent method which has a higher lev
el of accuracy against which the DEM can be compared). Check point data are
, however, rarely available and it is typically recommended that the user m
anually check and edit the data using stereo viewing methods, a potentially
lengthy process which can negate the obvious speed advantages brought abou
t by automation. A data processing model has been developed that is capable
of identifying areas where elevations are unreliable and to which the user
should pay attention when editing and checking the data. The software mode
l developed will be explained and described in detail in the paper. Results
from tests on different scales of imagery, different types of imagery and
other software packages will also be presented to demonstrate the efficacy
and significantly the generality of the technique with other digital photog
rammetric software systems. (C) 2001 Elsevier Science Ltd. All rights reser
ved.