In the present work, the geometry and basic parameters of interferometric synthetic aperture radar (InSAR) geophysics system are addressed. Equations of pixel height and displacement evaluation are derived. Synthetic aperture radar (SAR) signal model based on linear frequency modulation (LFM) waveform and image reconstruction procedure are suggested. The concept of pseudo InSAR measurements, interferogram, and differential interferogram generation is considered. Interferogram and differential interferogram are generated based on a surface model and InSAR measurements. Results of numerical experiments are provided.
- signal modeling
- SAR interferogram
- SAR differential interferograms
Synthetic aperture radar (SAR) is a coherent microwave imaging instrument capable to provide for data all weather, day and night, guaranteeing global coverage surveillance. SAR interferometry is based on processing two or more complex valued SAR images obtained from different SAR positions [1, 2, 3, 4]. The InSAR is a system intends for geophysical measurements and evaluation of topography, slopes, surface deformations (volcanoes, earthquakes, ice fields), glacier studies, vegetation growth, etc. The estimation of topographic height with essential accuracy is performed by the interferometric distance difference measured based on two SAR echoes from the same surface. Changes in topography (displacement), precise to a fraction of a radar wavelength, can be evaluated by differential interferogram generated by three or more successive complex SAR images [5, 6]. Demonstration of time series InSAR processing in Beijing using a small stack of Gaofen-3 differential interferograms is discussed in .
A general overview of the InSAR principles and the recent development of the advanced multi-track InSAR combination methodologies, which allow to discriminate the 3-D components of deformation processes and to follow their temporal evolution, are presented in . The combination of global navigation satellite system (GNSS) and InSAR for future Australian datums is discussed in .
A high-precision DEM extraction method based on InSAR data and quality assessment of InSAR DEMs is suggested in [10, 11]. InSAR digital surface model (DSM) and time series analysis based on C-band Sentinel-1 TOPS data are presented in [12, 13]. DEM registration, alignment, and evaluation for SAR interferometry, deformation monitoring by ground-based SAR interferometry (GB-InSAR), a field test in dam, and an improved approach to estimate large-gradient deformation using high-resolution TerraSAR-X data are discussed in [14, 15, 16].
In comparison with the results described in the aforementioned publications, the main goal of the present work is to suggest an analytical model of multi-pass InSAR geometry and derive analytical expressions of current distances between SAR’s positions and individual pixels on the surface and to describe principal InSAR parameters: topographic height and topographic displacement from the position of InSAR modelling. The focus is on the two modelling approaches: first, by the definition of real scenario, geometry, and kinematics and SAR signal models and corresponding complex image reconstruction and interferogram and differential interferogram generation and, second, the process of pseudo SAR measurements and interferogram generation that is analytically described. Results of numerical experiments with real data are provided.
The rest of the chapter is organized as follows. In Section 2, 3D InSAR geometry and kinematics are analytically described. In Section 3 and Section 4, analytical expressions of InSAR relief measurements and relief displacement measurements are presented. In Section 5 and Section 6, SAR waveform, deterministic signal model, and image reconstruction algorithm are described. In Section 7, numerical results of InSAR modelling based on the geometry, kinematics, and signal models are provided. In Section 8 and Section 9, a pseudo InSAR modelling of geophysical measurements and numerical results are presented, respectively. Conclusion remarks are made in Section 10.
2. InSAR geometry and kinematics
Assume a three-pass SAR system viewing three-dimensional (3-D) surface presented by discrete resolution elements, pixels. Each pixel is defined by the third coordinate in 3-D coordinate system . Let A, B, and C, be the SAR positions of imaging. Between every SAR position, InSAR baselines can be drawn.
The basic geometric SAR characteristic is the time-dependent distance vector from SAR to each pixel on the surface in the
where , , and is the pixel’s discrete coordinates and , , and are the SAR current coordinates in the
where , , and are the SAR initial coordinates in the
Eq. (4) can be used to model a SAR signal from the
3. InSAR relief measurements
The distances to -th pixel from SAR in
where is the modulus of the baseline vector, is the look angle, and is a priory known tilt angle, the angle between the baseline vector and plane
The distance difference, , can be expressed by the interferometric phase difference . In case can be measured, i.e., , then
4. InSAR measurements of relief displacement
Consider a three-pass SAR interferometry (Figure 1). Let A and B be the two positions of imaging which can be defined by two passes of the same spaceborne SAR in different time (two pass interferometry). The third position C is defined by the third pass of the spaceborne SAR. The surface displacement, , due, for instance, to an earthquake could derive from two SAR interferograms built before and after the seismic impact. The temporal baseline, the time scale over which the displacement is measured, must follow the dynamics of the geophysical phenomenon. Short-time baseline is applied for monitoring fast surface changes. Long temporal baseline is used for monitoring slow geophysics phenomena (subsidence). The interferometry phase before event is derived from complex images acquired by A and B SAR positions in the moment of imaging, while the interferometry phase after event is derived from complex images acquired by A and C SAR positions in the moment of imaging. The distances , , and after standard manipulations are written as.
where , and are the slant ranges from A, B, and C positions of SAR system to the observed pixel in the moment of imaging before the surface displacement and is the slant range to from C SAR position to the observed pixel after surface displacement.
Given the SAR wavelength λ, the phase differences proportional to range differences related to a particular pixel before and after displacement in the moment of imaging can be written as.
Neglecting the term in Eq. (10) can be rewritten as.
The displacement is extracted from the differential interferometric phase difference . Considering , then , where
For surface displacement can be written as
5. SAR waveform and deterministic signal model
The SAR transmits a series of electromagnetic waveforms to the surface, which are described analytically by the sequence of linear frequency modulation (chirp) pulses as follows
The SAR signal, reflected by -th pixel and registered in the
where is the reflection coefficient of the pixel from the surface.
The parameter is a function of surface geometry; is the time propagation of the reflected signal from the -th scattering pixel registered in the n-th pass.
SAR signal reflected from the entire illuminated surface is an interference of elementary signals of scattering pixels and can be written as
The time dwell
The expressions derived in Section 2 and Section 5 can be used for modeling the SAR signal return in case the satellites are moving rectilinearly in 3-D coordinate system.
6. SAR image reconstruction
The complex image reconstruction includes the following operations: frequency demodulation, range compression, coarse range alignment, precise phase correction, and azimuth compression. The frequency demodulation is performed by multiplication of Eq. (20) with a complex conjugated function .
Thus, the range distributed frequency demodulated SAR return in
The range compression of the LFM demodulated SAR signal is performed by cross correlation with a reference function,
for each and .
The range alignment and higher-order phase correction are beyond of the scope of the present work. The azimuth compression is accomplished by Fourier transform of the range compressed signal, . The complex image extracted from the
for each , .
The complex SAR image extracted from the
7. InSAR modeling: numerical results
The SAR signal model and imaging algorithm are illustrated by results of numerical experiments. Consider three pass satellite SAR system with position coordinates at the moment of imaging as follows.
Coordinates of vector-velocity of the satellite are m/s, m/s, and m/s. The surface observed by the SAR system is modeled by the following equation
where ,, , ,
Normalized amplitude of reflected signals from every pixel . The spatial resolution of the pixel are m. Wavelength is 0.03 m. Carrier frequency is 3.109 Hz. Frequency bandwidth is MHz. Pulse repetition period is s. LFM pulse duration is s. Sample time duration is s. LFM sample number is
The real and imaginary components of the SAR complex signal measured in the first SAR pass are depicted in Figure 2.
The complex SAR image’s amplitude and phase obtained in the first SAR pass are depicted in Figure 3. The orientation of the surface’s image (Figure 3a) in the frame is defined by the position of the SAR at the moment of imaging.
The real and imaginary components of the SAR complex signal measured in the second SAR pass are depicted in Figure 4.
The complex SAR image’s amplitude and phase obtained in the second SAR pass are depicted in Figure 5. It can be seen that the shape of the surface (the amplitude of the complex image) is similar to the shape of the surface obtained by the first SAR pass. In contrast, the phase structures of both complex images are different based on the different SAR positions in respect of the surface in the first and second pass at the moment of imaging.
By co-registration of the first and third SAR complex images, a complex SAR interferogram can be created with components in a coherent map and interferometric phase depicted in Figure 6.
The real and imaginary components of the SAR complex signal obtained in the third SAR pass is depicted in Figure 7.
The complex SAR image’s amplitude and phase obtained in the third SAR pass are depicted in Figure 8. The shape of the surface obtained in the third SAR pass is similar to the shape of the surface obtained by the first and second SAR passes. Comparing phase structures of the three complex SAR images, it can be noticed that they are different based on the different SAR’s positions in respect to the surface at the moment of imaging.
Under pixel co-registration of the first and third SAR complex images, a complex SAR interferogram can be created with components in a coherent map and interferometric phase depicted in Figure 9.
Due to precise under pixel co-registrations of the first and second and the first and third SAR complex images, the phase interferograms depicted in Figures 6b and 9b, respectively, are characterized with the similar structures.
8. Pseudo InSAR modeling of geophysical measurements
Consider three-pass InSAR geometry (Figure 1). The vector distances from the SAR positions to each -th pixel from the region of interest are , where denotes the SAR position at the moment of imaging, denotes the SAR vector position, and denotes the -th pixel vector position. Coordinates of SAR positions in the moment of imaging are as follows: for a master SAR position A, , , ; for a slave SAR position B, ,, ; and for a slave SAR position C, , , .
After distance measurements from the master SAR position A and slave SAR positions B and C, respectively, to each -th pixel on the surface and co-registration of so obtained master image and slave images, the instrumental interferometric phase differences are calculated as follows
without pixel displacement
with pixel displacement
In order to unwrap the interferometric phases, standard algorithms, MATLAB
9. Pseudo InSAR geophysical measurements: numerical results
Consider a GeoTIFF file of Dilijan region in Caucasus, Armenia, located at the geographical coordinates 40° 44′ 27″ north and 44° 51′ 47″ east longitude. Consider 2-pass InSAR scenario. Coordinates of SAR positions in the moment of imaging are the following: master SAR position A, m, m, m and slave SAR position B m, m, m. Wavelength is 0.05 m. Distances at the moment of imaging from the SAR position A and SAR position B to each pixel on the surface are illustrated in Figure 10a,b. Interferogram wrapped phases and unwrapped phases are presented in Figure 10c,d, respectively.
Consider a three-pass InSAR scenario and a surface before (Figure 11a) and after (Figure 11b) displacement described by MATLAB function
Distances to the surface at the moment of imaging as pseudo collar maps measured from SAR positions A, B, and C are presented in Figure 12a–c, respectively. AB interferogram without surface displacement and AC interferogram with surface displacement are presented in Figure 12d,e, respectively. Differential interferogram AB-AC is presented in Figure 12f.
The differential interferogram obtained by pixel subtraction of interferograms in Figure 12d,e is presented in Figure 12f. It illustrates the displacement of the surface. Only deformed part of the surface as differential fringes is depicted. The pseudo InSAR modeling can be applied to generate interferograms and differential interferograms based on real geophysical measurements and Geo TIFF maps of the observed surface.
A multi-pass InSAR system has been theoretically analyzed and numerically experimented. Geometry and kinematics of multi-pass InSAR scenario have been analytically described. Mathematical expressions for definition of current distance vectors between SAR system and surface’s pixels are derived. The basic InSAR parameters are defined. Analytical expressions to calculate pixel heights and pixel displacement have been derived. A model of linear frequency modulated SAR signal, reflected from the topographic surface, has been developed. An image reconstruction algorithm has been described. Numerical results verifying InSAR geometry, kinematics, and signal models are provided. Based on geometrical, kinematical, and signal models, numerical interferograms of a topographic surface have been created.
A pseudo InSAR approach has been applied to model processes of interferograms and differential interferogram generation using GeoTIFF files and measurements of distances from SAR positions to each pixels of the observed surface at the moment of imaging. Based on distance vector description of the InSAR scenario, the interferometric phase and interferometric differential phase have been analytically described. Pseudo InSAR geophysical measurements and interferograms and differential interferogram generation have been illustrated by results of numerical experiments.
In conclusion, the results in the present work can be applied for analysis and modeling of SAR interferometric processes in scenarios with different geometric, kinematics, and geological structures as well as for generating pseudo SAR interferograms based on the geophysical measurements and topographic maps.
Conflict of interest
The author declares no conflict of interest.