Full text: Proceedings, XXth congress (Part 5)

   
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B5. Istanbul 2004 Interna 
  
   
   
   
  
   
   
  
  
   
   
   
  
  
   
  
    
  
   
   
   
  
   
   
   
   
   
  
  
  
   
   
   
  
   
  
  
  
   
   
   
   
    
   
   
   
   
   
   
   
  
  
  
  
  
  
  
"reak-line : (xtracted Points 
: Md®ed Points 
Fig.15 Movement of Circumstance Points 
After these processes, the TIN model was 
constructed made using the curved point of the 
circumference, the circumference (randomly 
extracted), and the points inside the area (randomly 
extracted). 
4. UNIFICATION OF COORDINATE SYSTEM 
BY MEASUREMENT RESULTS 
In general, many lack of data which are caused by 
blind parts are estimated from a measurement result. 
Then, measurements at multiple places become 
needed. Due to the lack of data, the authors have 
been concentrating on developing visual traverse 
system in topographic survey. In the visual 
traverse system, coordinate systems for multiple 
measurements were unified automatically. 
Authors used the system to unify coordinate systems 
in this paper. 
5. 3D MMODELING USING MULTIPLE 
MEASUREMENT RESULTS 
3D Modeling for the "Megro residence" was 
investigated in this paper as one of applications 
using  break-line. The Megro residence was 
constructed in 1797 (about 200 years ago). The 
house was the residence of “warimotoshoya” 
(headman of the villages in this area), and the main 
characteristic is the “chidorihafu” style in front roof 
window which was used as a chimney and added 
magnificence to the house. The house was 
designated as national important cultural assets in 
1971. Figure 16 presents 3D model obtained by 
multiple measurement results. Followings are the 
major contents for the measurement area. 
  
  
eder A MEN 
  
(b) Textured Model 
Fig.16 3D model Obtained by Multiple 
Measurement Results 
* Target: Meguro Residence 
* Measurement Area: 40m*40m 
* Traverse Point: 8 points 
* Length for Leg of Traverse:200m 
+ Accuracy of Traverse: 1/8,300 
6. CONCLUSION 
The most remarkable points as results of this 
approach are its ability to 3D modeling image often 
give important information for historical 
investigation. 
As for further additional results of this investigation, 
ability improvement of the curve point detection 
using break line and utility of break-line to another 
targets can be archived. Therefore, we'll continue 
examination about automatic unification method of 
coordinate systems and effective modeling method. 
REFERENCES 
1. HUAN Y-P, 1989, Triangular irregular network 
generation and topographical modeling, Computer in 
industry, pp.203-213 
2. W.E.Laurensen, H.E.Cline,1987, Marching Cubes: 
A High Resolution 3D Surface Construction 
Algorithm, Proc. ACM SIGGRAPH '87,ACM 
Press,163-169 
3H. YOKOYAMA, .H.CHIKATSU,. 2003, 3D 
Representation of Historical Structure for Digital 
Archives by Laser Scanner, IAPRS, Vol. XXXIV, 
Part 5/W 12,Ancona, Italy, pp. 347-350. 
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