Full text: Commission VI (Part B6)

  
    
   
  
  
  
    
     
   
  
  
  
   
   
  
  
  
    
    
     
   
     
   
  
  
  
  
  
  
     
   
    
   
    
   
   
     
    
   
   
    
the payload is equipped with a second GPS receiver 
(TRIMBLE 4000SSE) with a special airborne antenna 
positioned exactly over the master camera. It serves the 
purpose of recording the raw phase measurements 
together with the exact mid-exposure pulses of the cameras 
for determination of the exact projection centres through 
post-processing. 
The performance of the aerial photo service has practically 
been doubled through improved navigation in comparison 
with the previous aircraft. Moreover the working conditions 
for the pilots and the operator have improved significantly 
due to the pressurized cabin. Flight planning and navigation 
today are based exclusively on co-ordinates. The mean 
position accuracy of a photograph with respect to the flight 
plan is approximately 50 metres (even when degraded by 
selective availability of GPS satellites). 
1.2.2 The topographical information system 
We define the topographical information system (TIS) as 
that part of a GIS which contains the topographical data set 
of Switzerland. The information density corresponds 
approximately to that of map scales ranging from 1:10'000 
to 1: 25'000. 
Differential GPS navigation is developing rapidly into a tool 
which requires digital maps of equivalent accuracy. 
Independent of the map scale the GPS position of 
manmade objects today can be determined with an 
accuracy of around + 1 meter. We therefore are ultimately 
aiming to provide digital maps of the same accuracy. 
Today mainly the military sector is demanding digital data 
with great urgency. Therefore a two phase solution was 
chosen as a compromise. In a first step the contents of the 
map 1: 25'000 are being digitised with an object position 
accuracy ranging from 2.5 to 7.5 metres, corresponding to 
the achievable accuracy at this map scale (map derived 
landscape model). According to our planning this data 
collection should be finished by the year 2000. 
In a second phase the position accuracy will be improved to 
approximately 1 metre by adjusting to precisely defined 
objects (roads and buildings) and at the same time 3- 
dimensional data acquisition of certain objects will be 
realised (landscape model derived from reality). Most 
probably this will be implemented within the scope of data 
revision. In this respect we are confident that further 
developments in image analysis will provide an appropriate 
set of tools (e.g. feature extraction) which will satisfy our 
practical needs. 
Vector data set VECTOR25 
To accomplish the first phase we have built up a task force 
of 7 specialists in the last year, who are digitising the 
contents of the 1:25'000 national maps to satisfy the 
specific military needs. The resulting data set is 
denominated VECTOR25. This is being realised on the 
background of our pixel maps (scanned national maps) with 
the line following software from LASERSCAN. For 
automatic extraction of buildings, characters and symbols 
we are planning to use the KAMU/AUTOVEC pattern 
recognition and vectorising software developed at the ETH 
Zurich. 
  
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B6. Vienna 1996 
   
Height model DHM25 
The height model DHM25 which we have been working on 
since quite some time will be finished this year. In the 
framework of an R&D project the ETH Zurich has made 
important improvements to the software program on which 
the basic model of the DHM25 is based. The DHM25 
consisting of digitised contour lines, bathymetric contours of 
the lakes and single height points (and in the future also the 
main alpine break-lines) has been converted into a height 
matrix with a 25 meter grid. Additional improvement will be 
brought to the height model through the photogrammetric 
processing of the main break-lines of the Alps. 
The basic height model and the matrix model are now being 
managed with the program system SCOP.TDM which is 
based on the topograpical database TOPDB from the 
University of Vienna. 
1.2.3 Transition from analogue to analytical photogram- 
metry 
Contrary to all scientific and technical papers appearing 
everywhere which report about the blessings of digital 
photogrammetry our practical day to day restitution still 
seems to live in an old-fashioned world. The Federal Office 
of Topography has 6 analytical plotters of the type WILD 
BC3 working day in day out. The last A8 was sold in 1994. 
Map revision requires a high degree of qualified 
interpretation of what can be seen in the aerial photograph. 
For this the optical viewing system of an analytical 
instrument is far superior to the viewing system of digital 
workstations. A modern aerial camera system combined 
with the right film emulsion today delivers a resolution of 
approximately 100 Lp/mm. If the same resolution was to be 
achieved digitally a scanning resolution of 5 microns would 
have to be imposed which would lead to enormous image 
files of over 2 Gigabyte per black and white photograph. 
Even in the most advanced workstations this amount of 
data cannot be handled economically. 
On the other hand digital systems can be put to work 
economically for aerotriangulation, for the production of 
geo-coded image mosaics (digital orthophotos) and for the 
automatic determination of height models (DTM) through 
image correlation. The Federal Office of Topography is 
currently evaluating such a system consisting of an image 
scanner, a high-performance computer with adequate 
storage capacity and a stereo workstation. Acquisition of 
the system will take place this year. High priority is being 
given to a customer oriented archiving concept for digital 
image data. Within the framework of a research program 
together with the Centre for High-Performance Computing 
at the ETH Zurich new solutions are in the making. 
1.2.4 Satellite Remote Sensing 
In the field of satellite images the Federal Office of 
Topography together with the ETH Zurich is maintaining a 
contact office (National Point of Contact) to consult and 
support buyers and users of images and image data. Most 
of the customers come from the universities and from the 
research environment. Consulting in this context is normally 
very time consuming and very seldom can the costs be 
recovered. With the exception of meteorology the use of 
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