37
n earthquake
ce.
im (see figure
e image as is
)d of only 35
1 markedly in
lg mountains,
tands out as a
coherence,
coherence of
igions in the
learly are not
; earthquake,
interferogram
[ une 11, 2003
lg the time of
ce in the city
lerence map
. 3. Areas of
city of Bam
s outside the
cant changes
Figure 4 Analysis of the coherence change index
Areas
f",..
f Mcc
K
Area 1
0.4683
0.2044
0.3923
Area 2
0.4921
0.2019
0.4182
Area 3
0.4112
0.1746
0.4039
Area 4
0.4095
0.2615
0.2206
Area 5
0.4975
0.3100
0.2322
Area 6
0.4925
0.4662
0.0274
Area 7
0.4078
0.4252
-0.0209
Table 1. Analysis of the coherence change index
4. EXPERMENTAL RESULTS
The damage mapping of the Bam city reported by International
Centre for Geohazards (ICG) is shown in figure 5. According to
coherence change index k , the damage grade of Bam city was
defined as:
k < 0.14 , light or none damage areas
0.14 < /c < 0.25 , moderate damage areas
k > 0.25 , severe damage areas
The coherence change index map for the city of Bam shown in
figure 6 appears very speckled. This may result partly from
noise in one or both of the coherence maps used to calculate the
index. However, there is actually a high level of heterogeneity
in the damage field, that is represented in the k -image. It
should be noted though, that the coherence is computed on a
neighborhood sample around each image pixel. Individual
damaged structures will consequently affect several
neighboring pixels and cannot usually be resolved at the image
resolution of the radar. Nevertheless, images like figure 6 are
too detailed to be useful in emergency response operations after
the earthquake. To address this we analyzed the average
coherence change index in small areas on a city-block level
(figure 6), that were defined based on the IKONOS image [6].
In figure 7, the red areas were severe damage areas, the green
areas were moderate areas and the blue areas were light or none
damage areas. The severe damage areas located in the east and
south areas of Bam city, all the areas had dense buildings.
Moreover, in the rectangle of figure 6, the coherence change
index were large, figure 7 showed no damage. The reason was
related to the earthquake are expected. Regions of increased
coherence are also seen at several locations in the image, most
clearly in the ephemeral river and related runoff patterns. This
indicates a loss of coherence due to rain between June and
December that did obviously not affect the coseismic
interferogram.
Figure.3 Map of the coherence change index
From the damage mapping of the Bam city reported by
International Centre for Geohazards (ICG) [1], seven areas were
chosen to analyse coherence change index (shown in figure 3).
Areas 1, 2 and 3 are severe damage areas. Areas 4 and 5 are
moderate damage areas. Areas 6 and 7 are light or none damage
areas. The results are shown in figure 4 and table 1. Before
earthquake, the coherence coefficients of these seven areas
were in the same level, namely in the level of 0.4. After
earthquake, the coherence coefficients of the areas 1 to 5
decreased remarkably. But the coherence coefficients of the
areas 6 and 7 changed inconspicuously. The coherence change
index of areas 1, 2 and 3 were the largest, namely all greater
than 0.25; the index of areas 4 and 5 take second place, between
0 and 0.2; the index of areas 6 and 7 were smallest, namely
around zero.
Above results by the coherence change index of Bam
earthquake verifies that the magnitude of coherence change
index is relative to urban damage level, i.e. severe damage areas
have largest coherence change index, moderate damage areas
take second place and the coherence change index of light or
none damage areas are smallest. As a result, it is feasible using
coherence change index to detect earthquake-induced urban
damage.
Area 1
0.6
Area 7\ ,
Area 2
—♦— Preseismic
coherence
Area 6
a
I
[sy Area 3
—Coseismic
coherence
*■ Coherence
change index
Area 5
Area 4