Full text: XVIIth ISPRS Congress (Part B4)

procedures are considered to indicate an area which 
has high potential of landslide. Also, in Most 
cases, the landslide shows a topograpgical unique 
shape. For example, the landslide shows horse-shoe- 
shaped land form as a whole, or the landslide is 
composed of cliff of steep slope called main scarp 
and gentle slope called slide block. This 
composition creates the unique topographic pattern. 
It is better at present to leave the recognition of 
pattern to the judgment of experts. In this study, 
therefore, we select the areas which have a high 
possibility of landslide distribution excluding the 
areas where landslide actually occurred. The 
selection results are used as supporting 
information for the renewal of landslide 
distribution information. 
3. Results 
3.1 Extraction of factor information 
  
Table 1 shows the area ratio of category among 
each factor information at the landslide area and 
within the study area. The findings we obtained 
here are as follows: 
3.1.1 Lithological character: We compared the area 
ratio of "colluvial and debris" and "sand stone and 
mud stone": within the total study area ‘and 
landslide area. The ratio of "colluvial and debris" 
is 5.37 (total) against 11.0% (landslide area), 
while that of "sand stone and mud stone" is 56.27 
(total) against 64.3% (landslide area). Namely, it 
means that the landslide area contains more 
quantity of these two categories of 1lithologic 
character than other categories. Therefore, these 
two categories of lithologic character have higher 
potential of landslide distributions. 
On the contrary, the ratio of area occupied by 
"gravel, sand and silt," "mud stone" and "sand 
Stone" is lower at the landslide areas comparing 
with those ratios in the total study area. In other 
words, it means that these categories have lower 
potential of landslide distribution. 
  
3.1.3 Ponds: There are !! ponds in the total study 
area, of which 30. ponds are located at “the 
landslide area (including the ponds only a part of 
which is located at landslide area). 
3.1.4 Paddy field: There are 644 paddy fields in 
the total study area of which 458 paddy fields are 
  
3.1.1 Topographical information: As for the located at the landslide area (including the fields 
gradient and aspect calculated from DTM, the only a part of which is at the landslide area). 
gradient is classified into 10 grades at the As a result, we decide to use four factors of 
interval of 5', and the aspect into 8 directions. (1) gradient, (2) lithologic character, (3) 
distribution of ponds and (4) distribution of paddy 
field for the analysis. 
The ratio of areas with the gradient 5° or more but 
less than 25° occupy 71% of the total study area, 
while the ratio of it is 807 at the landslide 
areas. No significant difference is observed as for 
the aspect. 
Table.1 The area ratio of factor information 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
(1) Topographical factor (%) 
G ra d i e mn at A s p e € tI 
C. a 1 0e 1: O I y Study area | Landslide Category | Study area | Landslide 
less than 5 9.1 5.4 N 13.1 13.0 
5 or more less than 10 11. 0 13.3 NE 14.0 14.4 
10° or more less than 15 20.0 24.5 E 13 2 15.5 
15. ‚or more less than 20° 23,2 26.2 SE 8.7 10.1 
20 or more less than 25° 17.4 17.0 S 8.6 1.8 
25 or more less than 30' 10.3 8.4 SW 10.3 9.0 
30 or more less than 35' 5.7 9.4 y 12.6 12.2 
35° or more less than 40° 2.2 1.3 NW 14.5 14.2 
40 or more less than 45' 0.6 0. 3 
45' or more 0.5 0.3 
(2) Geological factor (%) (3) Land information factor 
L i.t ho l]o gite ch art ac tier P o n d 
Category Study area | Landslide Study area | Landslide 
Conglomerate 1.7 0. 5 56857 ni 33074 
Colluvial and Debris 5.3 11.0 (100.0%) (55. 394) 
Gravel,sand and silt 6.3 2.2 
Mud stone 10.9 6.6 Paddy fi e. d 
Mud stone and sand stone 56.2 64.3 
Sandstone 0.1 0.0 Study area | Landslide 
Sand stone and mud stone 0.5 0.2 20452672 nt 9925485 ni 
Sand stone 18.2 14.3 (100.0%) (48.5%) 
Silt, sand and gravel 0.1 0 
Tuff 0.7 0.7 
Volcanic rock 0.1 0.0 
  
  
  
  
  
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