mining has been theoretically described by Carnec et al. (1994)
and tested in Selby Coalfield in the UK (Stow, 1996, Stow &
Wright, 1997).
. "nt 4 . t 4 p m a. RN E x A
Panel PA TAA ta e SS MES X -.
image of the study area; bright colours
Fig.2: Intensity SA
are urbanised areas.
The SAR Interferometry (InSAR) is a technique for extracting
information from the Earth's surface using the phase of a SAR
signal. The height of a point on the Earth surface can be
reconstructed from the phase difference between the signals
arriving at the antenna during repeated observations of the same
platform (Pratti et al., 1994, Solaas et al.; 1996). The phase
difference is directly related to the difference in path lengths
between the point on the Earth surface and the two positions of
the antenna. If the positions of the antenna are known
accurately then the path difference can be used to infer the
position and the altitude of the target point on the Earth surface,
using the interference pattern generated by the paths.
With respect to the Earth, the ERS-1 and ERS-2 satellites go
through a 35-days cycle of orbits. After this period of time (one
or more orbit repeat cycles), the same area is visited again.
Differential processing is used for surface deformation
detection. It needs data sets acquired with very close viewing
points (baselines 0 to 100 m). These very short baselines allow
to neglect topographic influence on the results. On such
interferograms one complete fringe represents a shift of half a
wavelength of the backscattered microwave (the radar wave
must cover the round-trip distance - forth and back — Pratti et
al., 1994). For the satellites ERS-1 and ERS-2, a fringe marks a
change of 3 cm in the amount of ground motion (in the
direction of the satellite). Data with greater baselines can also
be used, but the topographic influence must be removed using a
conventional DEM (Digital Elevation Model) or another
interferogram.
ERS SAR DATA PROCESSING
According to satellite data coverage, the following parameters
have been selected:
Track: 222, frame 2583 (shifted) — center of the area
Track: 494, frame 2583 (shifted) — western part of the area
The criteria used for data selection were as follows:
a) baseline: less than 300 m (for DEM processing), less than
100 m (for differential processing)
b) limitation due to season: the best are from late summer
(after crops) to early autumn or late autumn (before
snowfalls). In Poland these periods are characterised by
dry and stable weather, with little development of
vegetation.
c) limitation due to weather: images need to be acquired in
dry weather condition. The selection was done based on
meteorological observations from Katowice station (center
of area), Bierun station (south part of the area) and
Glubezyce station (west part of the area). Additional
weather informations such as cloud cover were taken from
NOAA quicklook images.
For the interferometric processing the EarthView InSAR
software versions 1.0.4 and 1.1.0 has been used. Other data
combinations as well as conventional post-processing were
applied Atlantis EarthView version 4.4.1 and ERDAS Imagine
versions 8.2 and 8.3. The GIS analysis of interferograms with
maps of mining activity and surveying data is currently done
using ITC ILWIS 2.1.
DEM GENERATION
The Digital Elevation Models were needed to removing the
topographic effect during differential interferometric
processing. Due to lack of external DEM derived from
topographic maps, the DEM generated from ERS Tandem Data
has been used. The quality of tandem data was found to be
generally well, except in forested areas were coherence was
very low. To improve the DEM quality in these areas two
different phase unwrapping algorithms were used: „the
Interactive Disk Masking” - EarthView (Atlantis 1997) and the
Constantini method (Constantini 1996). Only the DEM
obtained by the Constantini algorithm senses the signal in
forested areas. However, these areas are affected by a higher
error. The DEM processed by EarthView unwrapping phase
tool mask the forested areas (puts to 0 m height value- a
threshold due to low coherence).
For the topographic effect removal the Constantini algorithm
was solely used.
SURFACE CHANGE DETECTION
The densely urbanised area is presented in Fig. 1, 2. For all
interferograms estimated coherence is relatively high.
Generally, on the interferograms are visible areas with
ellipsoid-shaped fringes representing 2 or 3 cycles of the phase
changes equal to ca 9 cm subsidence during the 35-days. The
separate areas affected by changes covers ca 2 to 3 km2.
For described area two interferograms are presented (Figs. 2, 3):
1) October 1992 (04.10.92 - 08.11.92). Interferogram
processed from data with perpendicular baseline — 54 m.
For topographic effect removal the interferometrically
computed DEM was used (Fig. 2).
2) September 1993 (03.09.93 - 08.10.93). The perpendicular
baseline for this couple of data was 20 m. Due to small
temporal decorrelation (small season changes), estimated
coherence was high (Fig. 3).
556 International Archives of Photogrammetry and Remote Sensing. Vol. XXXII, Part 7, Budapest, 1998
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