Full text: XVIIIth Congress (Part B4)

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it is not clear whether this method can improve efficiency of 
change detection because this method requires conversational 
operation of a human operator. 
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Figure 4 Extracted road components of 1992 
4. ENHANCEMENT OF EFFICIENCY OF MANUAL 
CHANGE DETECTION WITH OLD MAP DATA AND 
NEW AERIAL PHOTOS 
The objective is to make it easy to manually identify changed 
areas in updating work of digital cartographic data. In this 
situation, unrevised digital map data are available. Hence these 
old map data are used to mask out unnecessary part on the new 
aerial photos which are used to find out changed parts. Another 
idea is to apply an emboss filter onto aerial photo images to 
enhance visibility of images for change detection purpose. The 
efficiency was tested by measuring the time required for 
revision work. 
4.1 Method 
We set up here the target of detection to be the new 
construction of houses (disappearance of houses is ignored 
551 
here). Then already existing houses and buildings need not be 
checked. It is unlikely that new buildings are constructed on 
existing roads. Therefore existing houses and road surfaces are 
masked using old map data and the remaining part on the photo 
was checked by operators on the CRT. Required time for 
revision work and its accuracy were tested. Single aerial photo 
is used and a mask made of digital map data is overlaid on it 
after projection transformation to locally register the position. 
Masks of existing houses are expanded with 5 m width in order 
to fill out unnecessary space between houses. 
Emboss filter modifies an image like a relief picture and 
eliminates unnecessary details. This filter was applied together 
with the mask and the effect was examined. 
Examples of masked aerial photo image and that with emboss 
filtering are shown in Figure 5 and Figure 6. 
The following data are used for the test. These are the same data 
used in section 2. 
® Old digital map: Fukuyama city, 1:2,500, 1987 
€ New aerial photo: ditto, 1:25,000 B/W, 1994 
scanned in 25 xm sampling pitch 
   
  
Figure 5 Masked aerial photo image 
  
  
Figure 6 Masked aerial photo image with emboss filtering 
4.2 Results 
Four test areas are selected (These are different from those of 
section 2). Time of digital map revision work was measured for 
a non-experienced operator and an experienced operator. The 
results are shown in Table 5 and Table 6. 
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B4. Vienna 1996 
 
	        
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