IAPRS & SIS, Vol.34, Part 7, *Resource and Environmental Monitoring", Hyderabad, India,2002
THE REGISTRATION OF SAR IMAGES FOR INTERFEROMETRY USING
CUBIC B-SPLINES
S. Mukherji
Centre of Studies in Resources Engineering, Indian Institute of Technology, Bombay, MUMBAI — 400 076, INDIA.
shyamali@csre.iitb.ac.in
KEYWORDS: Image Registration, SAR, Interferometry.
ABSTRACT:
We present a fast algorithm for registering SAR images for interferometry. The algorithm computes the cross-correlation function
only at the offsets in the neighbourhood of the possible range and azimuth displacements between the images. This speeds up the
computation significantly. À single cell of the cross-correlation matrix is then interpolated using cubic B-splines in order to achieve
sub-pixel accuracy in the registration. After computing the affine transformation relating the images, the points, at which the slave
image needs to be resampled, are found by interpolating the residuals, in the co-ordinates of the tie-points in the slave image, using
cubic B-splines. A fast algorithm that exploits the local support property of cubic B-splines is used for the interpolation. The results
of registering an ERS-1/2 tandem pair of images using this algorithm are presented in this paper.
1. INTRODUCTION
Interferometry uses the phase information in radar images to
estimate the height of the terrain. A pair of images of the same
area are taken from satellite orbits located slightly apart. The
difference in the phase values of the images (at a point in the
images) is related to the elevation of the corresponding point in
the scene. Therefore, it is necessary to identify the positions in
the two images that correspond to the same point on the ground.
This process, by which the images are geometrically aligned, is
called registration. In this paper, we present a fast algorithm for
registering SAR images for interferometry.
The process by which radar images of an area on the ground are
formed is described in Section 2. Section 3 justifies the use of
cross-correlation to identify pairs of corresponding points in the
images. In Section 4, the viewing geometry for a pair of
interferometric SAR images is explained and estimates of the
resulting displacement between the images are found therefrom.
Section 5 describes the sub-pixel interpolation that is necessary
for the range of displacements between interferometric SAR
images. Section 6 describes how the mapping function for
registration is found. Section 7 deals with re-sampling the slave
image while Section 8 deals with the verification of the
registration procedure. Finally, Section 9 concludes the paper
with a discussion of the factors that have contributed to the
speed-up of the registration, in the algorithm that has been
developed by us.
2. FORMATION OF RADAR IMAGES (Leberl, 1990)
A radar image is formed by a sensor on a satellite by
transmitting and receiving radar pulses along the track of the
satellite. Thus, the formation of a radar image by the motion of
a satellite over the area is a dynamic process as opposed to the
production of an image in an instantaneous exposure by a
common camera as in optical imaging. Therefore, the baseline
separation for a pair of radar images of the same scene is the
distance between the corresponding satellite orbits.
3. FINDING PAIRS OF CORRESPONDING POINTS IN
THE IMAGES
Interferometric SAR images have baselines of the order of a
few hundred meters at a height of 800km. above the earth’s
surface. Registration or point-to-point correspondence between
the two images is needed in order to obtain the interference
patterns. Since the baseline is very small compared to the
distance of the sensors from the scene, the difference in the
viewing angles is small and cross-correlation can be used to
find corresponding pairs of points in the images. We have used
normalized cross-correlation to identify these pairs.
Fig. 1 shows the ERS-1 image of an ERS-1/2 tandem pair of
images (of the Thane Creek and Navi Mumbai area) with a
baseline of 180 m., slant range resolution of 7.8m. and azimuth
resolution of 4m..
Figure 1: ERS-1 Image of Thane Creek and Navi Mumbai Area
The pairs of corresponding points in the images (for points at
intervals of 200 pixels in the azimuth and range directions in
the master image) were computed using cross-correlation. The
displacement between the images along the range direction was
found to be 7 pixels (accurate to an integer) almost throughout
the image. The displacement in the range direction was found
to be 8 pixels at the right-hand end of the image. The
displacement between the images in the azimuth direction was
found to be either 2 or 3 pixels throughout the image.
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