International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B2. Istanbul 2004
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Figure 5. Results of the DInSAR analysis of the subsidence of Sallent (Spain), based on two independent datasets. Left image:
geocoded mean velocity fields over about five years, estimated with 13 ascending interferograms. Right image: geocoded mean
velocity fields over the same period, which was estimated with 14 descending interferometric pairs. The two fields are superposed to
a 1:5000 orthoimage of the Cartographic Institute of Catalonia (ICC).
As already mentioned in the introduction, one of the most
important characteristic. of DInSAR is its capability to
provide a wide area coverage, say 100 by 100 km, associated
with a high sampling density (20 by 20 m pixel footprint with
a 5-look compression). This property is illustrated in Figures
3 and 4. In Figure 3 one may appreciated the wide area
coverage of the screening analysis, which includes several
cities and villages over an area of about 340 km”. Figure 4
shows a zoom of the results of Figure 3 over an industrial
area of less than one square kilometre. In this case one may
appreciate the high spatial resolution of the velocity field,
which allows the analysis of deformation phenomena of
small spatial extent to be performed. In this case the pixels
have a 40 by 40 m footprint, since a compression of 10 by 2
looks was used. It is important to underline that the results
shown in Figure 3 and 4 come from the same input data and
the same LS adjustment. The differences are related to the
scales of the two images and the way the results are
visualized. In fact, in Figure 3 the deformation velocity field
is represented in the image space, superposed to an amplitude
SAR image, while Figure 4 shows a geocoded deformation
velocity field (ie. a DINSAR product given in the object
space) superposed to a orthoimage. This last type of
visualization, which needs a image-to-object transformation
and hence the calibration of the geometric model, represents
the key factor to exploit the DInSAR products.
The second example considered in this work is the
quantitative analysis of a known urban subsidence of small
spatial extent, located in the village of Sallent (Spain). A
portion of the village, which lies on an old pottassic salt
mine, is subjected to subsidence, which is mainly caused by
168 .
water filtration in the salt layers. This area has been already
studied by DInSAR, see Crosetto et al. (2002) and Crosetto et
al. (2003). The Sallent subsidence, which affects an area of
less than one km?, was analysed using two ascending and
descending SAR datasets, in order to derive two independent
estimates of the same deformation field. The two datasets
cover the same period, from 1995 to 2000, and include 14
ascending and 13 descending ERS interferograms. The two
geocoded mean velocity fields, superposed to an orthoimage
at scale 1:5000, are shown in Figure 5. One may notice that
the two fields show a quite similar pattern. There are small
differences in their area coverage, which are mainly due to
the different image acquisition geometries. The quantitative
comparison of these results is described in Crosetto et al.
(2003b). In general, there is a good agreement between the
two estimated velocity fields: despite the small number of
interferograms (13 for the descending dataset) the obtained
results show a good consistency. A further step in the
analysis of this subsidence will be the estimation of its
temporal evolution, by fusing the observations coming from
the ascending and descending datasets.
4. CONCLUSIONS
The DInSAR technique can provide deformation
measurements with a quality that is comparable with that of
the traditional geodetic techniques. This capability, which
can only be achieved by implementing advanced DInSAR
processing and analysis procedures, is associated with three
other important features of this remote sensing technique:
the wide area coverage, the high spatial resolution, and the
availability of large historical SAR datasets that for the ERS
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