Full text: XVIIth ISPRS Congress (Part B3)

ignals, 
achine 
. Scale 
d Ma- 
, Pho- 
ol. 58, 
rds an 
pairs, 
3, Vol. 
| Con- 
edings 
ntelli- 
'orems 
ntelli- 
chnol- 
Feature Matching for Outer Orientation of Single 
Images Using 3-D Wireframe Controlpoints 
Wolfgang Schickler 
Institute of Photogrammetry 
University of Bonn, FRG 
Abstract 
The paper presents an automatic model-based outer orientation (AMOR) of a single image using 
pattern recognition techniques. Models are 3-D wireframe models of buildings. The development of 
AMOR is part of an effort of the Survey Department Bonn, to automate the production of digital 
orthophoto maps. Extensive tests confirm the high reliability of the approach, and also the internal 
decisive measures for selfdiagnosis, and suggest the matching technique to be widely applicable. 
Key words : Model-based object location, automatic outer orientation, 3-D matching, 
maximum likelihood estimators, selfdiagnosis. 
1 Motivation 
Digital orthophoto will soon replace their analog ancestor 
due to their versatility in use, their higher quality and cer- 
tainly also lower costs. They will not only serve as a flexible 
basis for planning purposes, but also support quick map up- 
date. 
Automatic orthophoto production needs several components 
to be available. À scanner and a plotter for digital input and 
output, a digital elevation model (DEM), information about 
the outer orientation and a powerful workstation. While con- 
cepts for differential rectification of digital images, programs 
for deriving DEM or possibly the DEM itself are available 
and integrated into systems, automatic procedures for de- 
terming the outer orientation are rare [e.g. MALMSTROM H. 
86 | 
In case of a periodic update of orthophoto maps it is no lon- 
ger necessary to perform an aerial triangulation each time, if 
there are automatically identifyable control points are availa- 
ble. Then the determination of the 6 orientation parameters 
may be achieved by individual spacial resections, which is 
unless costly. This was the motivation of the Survey Depart- 
ment Bonn to build up a control point database, consisting 
of more than 20 000 natural contol points, mostly houses al- 
ready more than 10 years ago. Within their up to now analog 
orthophoto produktion these control points were measured 
manually. In 1993 they will start to produce digital ortho- 
photos. This change was the reason to develop a new con- 
cept concerning the automation of the whole produktion. 
The computer having access to the digital image data allows 
to replace the manuall identification and measuring process 
by an automatic procedure allowing the setup of a produc- 
tion line fully independent of human observer. Whereas the 
rectification of the digital images causes no problem with re- 
spect full automation the identification of externally given 
objects, i. e. control points requires nothing more than a re- 
liable image understanding procedure. 
591 
As pure correlation, thus low level matching, procedures are 
not feasible in this case, due to the threedimensionality of 
the control points causing strong distortions, possibly oc- 
clusions, only an orientation procedure based on features is 
able to solve the matching task. More over, as the produk- 
tion has to be autonomous, the orientation procedure needs 
to contain a feature for selfdiagnosis, reliably predicting the 
success or failure of the procedure, as in (the unlikely) case 
of a failed orientation no rectification needs to be performed. 
This paper describes the main features of the program 
AMOR for the automatic model-based orientation of aerial 
images. Though the actual procedure is optimized with re- 
spect to this task, the concept and most of the modules may 
be transferred to other applications. 
2 Overview 
The orthophoto production of the Survey Department Nord 
Rhein Westfalen is based on images of approximate scale 1 : 
12 000 which are digitized with a pixel size of 25um, a DEM 
and on a control point database. The control points, mostly 
roofs of houses, are given by orthographic sketches and 3D- 
coordinates of 2 distinct points. The sketches are used for 
the manual localisation of the control point buildings in the 
image. The density of the control points is high enough that 
5 to 8 control points are available for outer orientation. 
The possibility of using these 2-D sketches as models for 
object location based on uncertain models [FÖRSTNER W. 
88 ; SESTER M. / FÖRSTNER W. 89] has been proved. The 
interpretation of the 2-D sketches lead to 3-D discriptions of 
the house roofs [SCHICKLER W. 89]. As the sketches have 
shown to be not fully in scale, the location process has been 
set up and realized in a way which took the uncertainty of the 
models into account, treating them as stochastical variables. 
Against previous assumptions, the sketches have shown to 
be not suitable for this purpose. 
 
	        
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.