Full text: XVIIIth Congress (Part B5)

  
2. PROJECT DEFINITION 
The idea and the initiative of the CIPA project belongs to 
Prof. P. Waldhausl (Technical University of Vienna, 
Austria) and the aim was to check the current state-of-the- 
art in Architectural Photogrammetry. 
The test object chosen is one of the Otto Wagner's 
Stadtbahn Station buildings on the Karlplatz in Vienna, 
Austria. Its dimensions are 15x8x10m*. A 6-station 
surveying network has been established around the 
building and the polar coordinates of 44 non-signalized 
(but well defined in majority) control points have been 
measured. After the adjustment of the surveying 
measurements, the local cartesian coordinates of the 
control points have been determined with an rms values 
of 2mm. These points cover all four exterior facades. 
Subsequently the object was photographically covered. 
During this campaign different cameras have been used 
like the Rollei 6006, the Hasselbland 500 EL/M, the 
Leica Elcovision, the Nikon FE2, the Pentax PAMS 645P 
and ME-Super totaling to more than 70 photographs. 
The photographs have been measured by different 
measuring devices and the data processed by different 
software packages. In total 16 photogrammetric Institutes 
from 9 countries have participated to this campaign and 
the preliminary results are reported in (Patias, et. al, 
1995, Waldhausl and Ogleby, 1994). 
However, all the results obtained up to now are only 
refering to the use of analog cameras and analog 
measuring devices. The purpose of this test is to show the 
contribution of Digital Photogrammetric techniques in 
recording architectural objects. 
For this reason the same control point information have 
been used but the acquired photography is in the form of 
digital imagery taken by a camcorder. The measurements 
of image coordinates have been performed on the 
computer screen using zooming on the images. The final 
results are compared to those obtained by the classical 
Photogrammetric means. 
  
Figure 1. "O. Wagner Pavillion" test object. Superimposed are 
shown the check points of the first facade used in this test. 
458 
3. IMAGE ACQUISITION 
3.1 The Imaging System 
The JVC GR-S77E Camcorder is an inexpensive 
consumer product. It is a free-hand portable camera ang 
the on-site control for the acquired imagery is achieved hy 
the internal monitor. It incorporates a 1/2" (6.4mm x 
4.8mm) color sensor with ca. 420.000 sensor elements. 
The imagery can be directly trasmitted to a frame grabber 
or recorded on a S-VHS C tape. The digitized images 
have a size of 728x568 pixel, which results in a pixel 
spacing of 8.5um in the horizontal and 8.3um in the 
vertical direction. 
  
Figure 2. The JVC GR-S77E Camcorder 
3.2 Photography 
Using such an imaging system in Architectural Photo- 
grammetry requires that most of the functions which are 
implemented for the convenience of the common user (eg. 
autofocus, zooming functions or image stabilizer) are 
disabled. In this test the autofocus was disabled and the 
zoom lens was fixed at its shortest focal length. This 
sytem does, however, offer the ability to store a huge 
amount of data on inexpensive video-tapes and allows on- 
site quality control for the acquired images. 
Dealing with a low-cost camcorder instead of metric 
cameras, the problem of low sensor resolution must be 
faced. To obtain sufficient accuracy in object space with 
such an equipment, it is advisable to take as many images 
as is reasonable and to use multiple camera arrangements 
with convergent rays, instead of being restricted to special 
camera arrangements (eg. stereo pairs). On the other 
hand, the number of measurements increases rapidly with 
the number of images, but one of the advantages of 
Digital Photogrammetry is that it is possible to establish 
semi-automatic or automatic measurement routines. 
The whole building was covered by 24 video images. 
However, for the purpose of this test only 4 images 
corresponding to the first facade have been used. 
The average image scale of the used photographs is 
approximately 1:2300 (average object distance is approxt- 
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B5. Vienna 1996 
mately : 
| two im: 
Figure 3. 
The DI 
Architect 
has been 
Photogra 
1990)) : 
(CAAD) 
automatic 
matching 
  
  
Figure 4. 7 
 
	        
Waiting...

Note to user

Dear user,

In response to current developments in the web technology used by the Goobi viewer, the software no longer supports your browser.

Please use one of the following browsers to display this page correctly.

Thank you.