Full text: Proceedings, XXth congress (Part 3)

  
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B3. Istanbul 2004 
Generally we can separate softcopy photogrammetry functions into 
categories: 
e Film scanning; 
e Aerial triangulation; 
e Digital terrain elevation "scanning"; 
e  Orthophoto generation ; 
e  3-dimensional vector data stereo collection as input to a 
GIS 
Of course there exist various special functions, for example when 
existing data need to get updated, or when pre-existing DEM-data 
are used for orthophoto production. Orthophotos may be the basis 
for 2D or even 3D vector collection using a mono-plotting approach, 
avoiding the use of overlapping stereo images. 
2.2 Practical Applications 
It may be worth noting at this time that the functions of first 
acquiring aerial images and then processing them into data products 
are conceptually separate, with a simple transfer of film images or of 
scanned image files. Therefore it is not uncommon to find that one 
organization produces images, another one processes these. 
Orthophoto production has been totally taken over by a softcopy 
approach. In fact, no orthophotos would be produced today had 
softcopy not been feasible. The function of digital terrain elevation 
scanning, if done from stereo images, has to some degree been 
converted to the softcopy domain. Yet, analytical or even analog 
plotters still are the workhorses of stereo-photogrammetric data 
processing to this day. All functions related to a human's visual 
stereo impression are to a great extent not performed with digital 
images. Producing a DEM may therefore be based on manual stereo 
observations, since the opinion exists that an automated creation of a 
DEM from scanned film requires much manual error removal so that 
it is not advantageous to go digital. 
2.3 Automation and Instant Gratification: Laser Scanning, 
Direct Geopositioning 
The inability of full automation of photogrammetric procedures has 
created a need for systems that determine the exterior orientation of 
each image automatically by means of GPS and IMU- 
measurements. This in essence replaces the function of the aerial 
triangulation (AT). And the inability of a fully automated DEM- 
creation has caused a need for direct terrain elevation measurements 
by means of laser scanners. Both systems have reduced the need for 
traditional photogrammetric core competencies. Yet, to take full 
advantage of them, associated images need to be digital. Softcopy 
photogrammetry has therefore developed a branch that merges direct 
geopositioning observations with pixels to project them into 
orthophotos, given an independently produced DEM. And the laser 
scanner observations, representing an externally available DEM, get 
merged with digital images to produce an instant orthophoto. 
Both the direct geopositioning and the laser scanners reduce the 
need for manual labor and therefore affect costs, and they reduce the 
time it takes to produce a DEM and orthophoto, thereby improving 
the competitive position of a firm. 
2.4 The Advent of Digital Imaging 
With digital cameras, film no longer exists and the options of 
processing images in an analog or analytical plotter go away. 
Therefore softcopy photogrammetry takes over all photogrammetric 
functions. In fact, one important new function gets added that did 
not exist in the world of film-based photogrammetry: 
e image archiving and cataloguing. 
That function was previously in the hands of the photo lab and film 
archive. With the advent of digital cameras, photo labs become 
obsolete, and so do film archives. 
The capabilities of softcopy photogrammetric software gets stressed: 
while previously, softcopy systems needed to process what 
otherwise would be processed on analytical or analog devices, now 
the data quantities may increase considerably, perhaps by a factor of 
5. While traditional film photogrammetry may have each object 
point on only 2 images, a digital system can increase the at no extra 
cost for the images to 10. The traditional forward-/side-lap 
percentages at 60/20 can and will be increased to 80/60. This affects 
of course the data quantities and requires the acceptance and 
implementation of advances in computing. Moore's law is a 
welcome factor that promises that over the next 10 years, computing 
will improve its price-performance ratio by a factor 100. Image 
storage, retrieval, transmission, processing and information 
extraction are currently feasible with such increased data rates, and 
this feasibility will improve dramatically over the coming years. 
3. DIGITAL VERSUS FILM CAMERAS 
  
Superior Economy 
No consumables such as film, processing 
No scanning 
No cost color and color IR 
No cost of duplication 
Reduced manual labor 
Superior Image Quality 
Note: 12 bits/pixel; No grain noise 
Better matching accuracy (2.5 x film) 
More flying days in marginal weather 
Better interpretability 
Better success in automated procedures 
Increased Redundancy in All Measurements 
Note: Higher forward overlaps at no extra costs 
Better success in automated procedures 
Superior automated DEM generation 
Fewer occluded areas in urban projects 
Superior geometric accuracy 
No image shrinking or other deformations 
Inner orientation is system-inherently available 
Identical duplicates 
Absence of grain results in higher accuracy 
Radiometric range improves accuracy 
Superior Work Flow 
In-flight quality control 
Automation with less manual intervention 
Improved manual interpretability (RGB&IR) 
No more film management 
Intra-/Internet-enabled archiving and cataloging 
Camera maintenance via Internet 
  
  
  
Figure 1: List of advantages of digital sensing over film cameras in 
photogrammetry 
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