Full text: Proceedings, XXth congress (Part 2)

  
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B2. Istanbul 2004 
  
is focused on dealing with the finite time series, while 
conventional theories of time series analysis deal with the 
infinite time series. 
In the second step, the detected changes in the N"' observation 
were discriminated into stationary change and nonstationary 
change by comparing them with the change process model 
calculated in the first step. Actual observed values of newly 
(N^) acquired data were evaluated by comparison with the 
predicted value and its deviation (extent of the allowable error). 
Recalculation after adding the newly acquired data into the 
archive was performed when the change was discriminated as 
stationary change. This recalculation improved precision of the 
“base fluctuation" model. When the change was discriminated 
as nonstationary change, stationarity was recalculated by setting 
the newly acquired data as the default value. The method was 
able to discriminate the changes into stationary change ((i) in 
the Figure 4) and nonstationary change ((ii) and (iii) in the 
Figure 4), while conventional methods interpret them as the 
same type of change. 
  
  
  
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ea Be 
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Figure 4. Evaluation of stationarity 
3. RESULTS 
Figure 5 shows the temporal behavior of the backscatter and 
stationary change process models in the sample area. Figure 6 
shows the area where nonstationary change was detected 
through 1992-1998, as extracted by the method developed in 
this study. The precision of the detection was evaluated by 
comparing the existing spatial data and to the result. In this 
study, existing land use data and vegetation data were used as 
examples of spatial data which need updating. Figure 7 shows 
100m meshed land use data (1991, 1997) and 1:50,000 scale 
vegetation data (1994, 1997). These are prepared nation-wide 
and are maintained by the national institute. The frequency of 
updating them is quite low (i. e. several years). Changes were 
observed in these data, and samples of the changes are also 
illustrated in Figure 7. Evaluation was especially focused on the 
following areas: 
540 
- Areas where change was detected by both existing data 
and the method developed in this study 
- Areas where change was detected only by existing data, 
- Areas where change was detected only by the method 
developed in this study 
3.1 Areas where change was detected by both existing data 
and the method developed in this study 
Area A is an area which changed from bare land to buildings. 
Both subtraction of existing data and the developed model were 
able to detect the nonstationary change. But it is difficult to tell 
*when" this change occurred from the subtraction of existing 
data. On the other hand, the result of the developed method 
suggests that the change had occurred after 14 May 1997. 
Compared to the base fluctuation, deviating elements were 
stable until 14 May 1997, and the profile indicates a different 
stationary pattern after then. This result suggests that the 
nonstationary change occurred between 14/May/1997 and 
27/Jun/1997. Several more places which were indicating 
obvious nonstationary changes, such as the construction of new 
bridge and deforested areas were found in the study site. 
3.2 Areas where change was detected only by existing data 
Area B is a place which changed from bare land to a university 
campus. However, this change was not detected by the method 
developed in this study, while subtraction of existing data did. 
The reason was that opening of the campus (it was opened in 
1990) was not reflected in either the land use data of 1991 or 
the vegetation data of 1994. It is clear that “time inconsistency” 
(problem (i) in the Introduction), is embedded in these data. 
  
  
  
  
  
  
  
  
  
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