Make your own free website on Tripod.com

SAR INTERFEROMETERY

Joao Moreira
Institute of Radio Frequency Technology
Germany

I. Introduction

Synthetic aperture radar (SAR) interferometry makes use of phase measurements as well as the more conventional amplitude measurements of SAR images. By measuring the amplitude and phase of complex SAR images, it is possible to: a) obtain high-resolution digital topographic maps (5 m or less height resolution) using across-track interferometry b) measure very small (1 cm or less) earth surface motion over large swaths using across-track differential interferometry c) measure water surface currents with an accuracy around 5 cm/s using along-track interferometry and d) classify land surfaces using across-track repeat-pass interferometry.

The first implementation of radar interferometry came in earth-based observations of Venus (Rogers and Ingalls, 1969). The first reported experiments to determine terrain elevation of the earth were by Graham in 1974. Ten years later, JPL began the work performing interferometric radar experiments on the airborne system Convair-990 and on the spaceborne systems Seasat and SIR-B. Since 1990 the interest in SAR interferometry has grown due to the impressive amount of data suitable for interferometry from ERS-1 and the many airborne systems available such as the JPL AIRSAR.

SAR interferometry can be implemented in two different configurations:

a) Across-track interferometry offers the capability to generate topographic maps utilizing the signals of two separated radar antennas in the across-track direction. Due to the distance between the antennas, which is also referred to as the baseline, the distance to a single point scatterer on the ground is slightly different. This slant range difference between the two antennas corresponds to a phase difference in the received signals of both antennas. The local terrain elevation above the geoid can be determined by a simple relationship between phase difference and height. In practice two different methods are applied to obtain an across-track baseline:

i) One pass interferometry: In this case both antennas are mounted rigidly to the same platform with a fixed baseline. An interferometric image is obtained after one pass of the platform.

ii) Two pass interferometry: Only one antenna is used, but the platform must pass the same terrain in the same direction along a trajectory parallel to the first one.

An extension of the two pass across-track interferometer is the Differential SAR Interferometer. Differential interferometry is used to detect very small elevation changes (on the order of 1 cm or less) while preserving the same ground range resolution and swath width as that of a conventional SAR interferometer. The basic idea is to use one antenna flown twice over the same scene. If the second flight exactly duplicates the trace of the first, the time dependent phase changes can be measured. There would be no phase changes between the images at all unless there was a physical change in the scene, such as ground swelling and buckling in fault zones, residual displacements from seismic events, etc. If the two passes are made from flight tracks that are separated, it is no longer possible to distinguish surface changes from the parallax caused by topography. However, a third image made at some other baseline may be used to remove the topography and to leave only the surface changes.

b) Along-track interferometry offers the capability to detect the motion of the illuminated targets. One application is the measurement of ocean surface currents. The SAR system must use two antennas, spaced along the radar velocity direction. The signals from each antenna are separately processed into two images, where the phase difference between the images is calculated. The phase difference of a resolution element is proportional to the radial distance moved by the resolution element in the time required for the rear antenna to move to the position formerly occupied by the forward antenna. Ocean surface currents less than 4 cm/s have been observed by Goldstein and Zebker at JPL.

II. Technology Status

There are a lot of interferometric SAR systems available, which can be classified into airborne and spaceborne systems:

a) Airborne Systems:

b) Spaceborne Systems:

III. Application Areas

Across track interferometry in single and multi pass mode is the most widely used configuration. The following main applications are known:

a) Ground Topography:

b) Earth surface motion detection:

c) Land surface classification

IV. User Requirements

The following requirements should be mentioned:

a) World topography: scales between 1:25.000 and 1:1.000.000 with height accuracies between some centimeters and 100 m.

b) Earth surface motion: accuracies around 1 mm - 1 cm within a observation time up to 10 years.

c) Ocean surface current measurements: accuracies between 1 cm/s and 1 m/s.

d) Land surface classification: crop and forest classification (only possible with addition of radar polarimetry).

V. Recommendation for Further Activity

The next step for SAR interferometry could be the determination of the global digital elevation model. As the costs with airborne systems are still very high, the satellite solution for the generation of 1:500.000 topographic maps could be used. The ERS-1/ERS-2 Tandem configuration of the ESA is the first mission to measure global topography. The two ERS satellites produce two pass interferometric products with a one day time interval. This mission started in May 1994 and will be finished in 1995. In 1997 the third SIR-C/X-SAR-mission is planned, which would be the first mission with the single pass mode (most reliable configuration) for determining the world topography. In the near future high resolution SAR satellites will appear and allow the generation of topographic maps with a scale better than 1:100.000. Airborne systems will also become less expensive and allow the generation of 1:25.000 topographic maps of large areas.

Studies on vulcanology and earth surface motion related to differential SAR interferometry will be continued. ERS-1 and ERS-2 will provide the data source for this research. Also RADARSAT and ENVISAT (A-SAR) will contribute for the two pass applications of the SAR interferometry.

A next generation of SAR satellites is also planned by some countries, which would also carry out along-track interferometry. These systems would allow the worldwide determination of ocean surface currents.

REFERENCES

Rogers, A.E.E. and R.P.Ingalls (1969) "Venus: Mapping the surface reflectivity by radar interferometry," Science, Vol. 165, pp. 797-799.

Graham, L.C. (1974), "Synthetic interferometer radar for topographic mapping," Proc. IEEE, Vol. 62 (6), pp.763-768.

Goldstein, R.M. and H.A. Zebker (1987), "Interferometric radar measurement of ocean surface currents," Nature Vol. 328, pp. 707-709.

Massonnet, D. (1993), "Validation of ERS1 Interferometry at CNES," Proc. of the second ERS-1 Symposium, 11-14 Oktober 1993, Hamburg, Germany Vol.2, pp. 703-709.

[ TOP OF PAGE ] [ BACK TO TECH BRIEFS ] [ BACK TO IFT ]