Full text: Proceedings, XXth congress (Part 5)

   
! 2004 
ter in 
nd on 
on the 
copter 
0, the 
pie. à. 
which 
nsity, 
and is 
about 
flight 
with 
ich is 
^, can 
5cm), 
novie 
yy the 
buffer 
study 
tter to 
rough 
  
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences 
   
. Vol XXXV, Part B5. Istanbul 2004 
  
  
Figure 3. Construction of gimbal mount 
3. The Method of Observation 
3.1 The Loaction of ObserVation 
This study took a photograph of the cultural heritages 
such as Cheomseongdae and Goseonsaji Samcheung Seoktap 
(national treasure No. 31 and 38) located at Gyeongju-si, 
Gyeongsangbuk-do,  Dansoksaji Dong.Seo  Samcheung 
Seoktap (treasure No. 72 and 73) located at Sancheong-gun, 
Gyeongsangnam-do, and Changnyungsuljeongri Dong.Seo 
Samcheung Seoktap (national treasure No. 34 and treasure 
No. 520) located at Changnyung-gun, Gyeongsangnam-do. 
3.2 Photographing using RC Helicopter 
First, to materialize 3D image of the stone tower shaped 
as an exact squire, it used Ring technology that rotate camera 
into 360*. Second, when snapshot the difficultly approachable 
stone tower, it divided into all eight section to use a tripod 
that can mount a digital video camera to about six meters 
height as Figure 4(a). This camera tripod can stretch into 5 
phases such as 1.70m, 2.59m, 3.52m, 4.70m and 5.51m. 
Third, in order to photograph the top of that, it used RC 
Helicopter photogrammetry system to rotate video camera 
into 360? as Figure 4(b). 
    
    
(a) (b) 
Figure 4. Positions of camera photographing 
This study used VideoCap Pro 2.0 of SAVIT MICRO Co,, 
which provide systems stability and high-definition, to 
capture the photographed digital video dynamic image as a 
static image in the video editing board. Also, it used Power 
Director 2.5 Pro to acquire a static image, which has a 
resolution of 720x480, in the editing software as Figure 5. 
  
Figure 5. Acquisition of static image 
3.3 Digital Photogrammetry Program 
A digital photogrammetry program of this study is a 
method that handles an image data from 3D coordinates of 
the set up photograph, which have attempted a new approach 
for the photogrammetry of the earth. This program used 
Photomodeler 4.0, Digital Close-Range Photogrammetry 
program of EOS System Co., which many studies have been 
in advanced.(C.S Fraser, 1998; L. Dorffner and G. Forkert, 
1998: C. L.. Osgleby, 1999) 
A Photomodeler 4.0 of EOS System Co., which is proud 
of an accurate analysis, is not only easy to acquire the top 
coordinate in the complicated digital image, but also can 
automatically perform all processes that handle image data. 
This study is divided digital image handling process into 
eight phases as Figure 6. 
  
| Cuuadle nr colin alor. vu vue uusiensetr vranors de ip liom | 
  
ar 
  
  
  
| Plon ouisaa eaux pTafer I 
| Tide plates ugha af thee ols joel we sone [ 
[ irre eov che e ra SW ] 
| Ia bo from van Une ple iilis | 
  
“or 
  
| Joenirity swidirh patris are the sano | 
| Trae: the dain 
(Iminille Add renun eur, Ibonird Iniape Eovotuarios) 
  
ae 
| Bair the realibay 30 dain 03 CATH graphs pen || 
  
Figure 6. The flow chart of data processing 
3.4 The Results and Analysis 
Figure 7 diagrammatized Root Mean Square Error 
(RMSE) on the image acquired by Digital Close-Range 
Photogrammetry program. And, Figure 8 diagrammatized the 
mean value of RMSE on it. 
    
    
    
  
    
    
   
   
    
   
  
  
  
  
  
  
  
   
    
   
    
    
  
  
   
     
    
    
   
   
    
	        
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.