Three-Dimensional Structure Inversion of Buildings with Nonparametric Iterative Adaptive Approach Using SAR Tomography
Abstract
:1. Introduction
2. Methodology
2.1. Overview of the TomoSAR Imaging Model
2.2. IAA-BIC TomoSAR Method
- (1)
- The parameters x(l) and P are estimated from the IAA algorithm.
- (2)
- Detect all peaks of the reflectivity power and put their indices into . Initializes as an empty set .
- (3)
- The first peak is selected from the set according to the minimum BIC value and put its index into .
- (4)
- The ith peak, from the set , which, together with the selected peaks, gives the minimum BIC, is determined and so on until the BIC value does not decrease anymore. Throughout the loop, keep updating by putting the index of the selected peak.
- (5)
- The selected peak indices and their corresponding reflectivity power are the final estimated results.
3. Numerical Examples
- (1)
- Considering that the classical spectral estimators (Capon and MUSIC) are only suitable for multi-look, a comparison of the reconstruction performance between IAA-BIC and the classical spectral estimators (Capon and MUSIC) is presented for a simulated signal with 25 looks.
- (2)
- In urban areas, CS is generally applied with single-look, maintaining the spatial resolution. Thus, a comparison of the reconstruction performance between IAA-BIC and CS is presented for a simulated signal with single-look.
- (1)
- For the profile reconstruction with multi-look (L = 25), the Capon algorithm clearly detected the two distributed scatterers, but failed to discriminate the two coherent scatterers (see Figure 2a). This situation was also seen in the performance of MUSIC. Although MUSIC obtained a higher elevation resolution and less sidelobe than Capon, it also could not detect the two coherent scatterers (see Figure 2b). However, the IAA-BIC estimator succeeded in recognizing these four scatterers (see Figure 2c). This suggests that IAA-BIC can work well for both distributed and coherent sources, but both Capon and MUSIC showed a degraded performance in the case of coherent sources.
- (2)
- For the sparse profile reconstruction with single-look (see Figure 3), IAA-BIC obtained the height of the four scatterers accurately, without requiring any selection of hyperparameter. This shows that IAA-BIC can obtain a reliable sparse estimation, even with single-look. As for the CS method, its performance depends on the hyperparameter. If this value is not suitable, there will be sidelobes (three red circles in Figure 3b) as well as some elevation estimation bias (two green circles in Figure 3b). When the hyperparameter is appropriate, CS can discriminate the scatterers with a high elevation resolution (as can be seen in Figure 3c). This means that CS requires us to adjust the hyperparameter repeatedly until it obtains a good performance, leading to a high time investment. In this study, the CVX solver [40] was used to solve the L1-norm minimization for the CS estimator, thanks to its ease of implementation and compactness.
- (3)
- According to Figure 2c and Figure 3a, the IAA-BIC estimator can work well for both multi-look and single-look. It is important to maintain the azimuth-range resolution to observe the inherent scale of urban infrastructures, especially for high spatial resolution SAR images. However, in practice, multi-look, which involves averaging pixels in the azimuth and/or range directions, reduces the spatial (azimuth-range) resolution. This is an inappropriate way for the application of TomoSAR over urban areas.
4. Real-Data Experiment and Results
4.1. Study Area and Dataset
4.2. Results and Analysis
5. Discussion
5.1. Comparison between IAA-BIC and Capon
5.1.1. Theoretical Analysis
5.1.2. Experimental Analysis
5.2. Comparison between IAA-BIC and MUSIC
5.2.1. Theoretical Analysis
5.2.2. Experimental Analysis
5.3. Comparison between IAA-BIC and CS
5.3.1. Comparison of Estimation Accuracy
5.3.2. Comparison of Computational Time Consumption
6. Conclusions
Author Contributions
Funding
Acknowledgments
Conflicts of Interest
References
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Polarization Mode | Wavelength (cm) | Incidence Angle | Slant Range (m) | Azimuth Spacing (m) | Range Spacing (m) |
---|---|---|---|---|---|
HH | 3.10 | 31.003° | 589,061.4613 | 0.17 | 0.45 |
IAA-BIC | Single-Look | Multi-Look |
---|---|---|
Building height (m) | 98.24 | 95.74 |
Estimation error (m) | 0.76 | 3.26 |
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Peng, X.; Wang, C.; Li, X.; Du, Y.; Fu, H.; Yang, Z.; Xie, Q. Three-Dimensional Structure Inversion of Buildings with Nonparametric Iterative Adaptive Approach Using SAR Tomography. Remote Sens. 2018, 10, 1004. https://doi.org/10.3390/rs10071004
Peng X, Wang C, Li X, Du Y, Fu H, Yang Z, Xie Q. Three-Dimensional Structure Inversion of Buildings with Nonparametric Iterative Adaptive Approach Using SAR Tomography. Remote Sensing. 2018; 10(7):1004. https://doi.org/10.3390/rs10071004
Chicago/Turabian StylePeng, Xing, Changcheng Wang, Xinwu Li, Yanan Du, Haiqiang Fu, Zefa Yang, and Qinghua Xie. 2018. "Three-Dimensional Structure Inversion of Buildings with Nonparametric Iterative Adaptive Approach Using SAR Tomography" Remote Sensing 10, no. 7: 1004. https://doi.org/10.3390/rs10071004
APA StylePeng, X., Wang, C., Li, X., Du, Y., Fu, H., Yang, Z., & Xie, Q. (2018). Three-Dimensional Structure Inversion of Buildings with Nonparametric Iterative Adaptive Approach Using SAR Tomography. Remote Sensing, 10(7), 1004. https://doi.org/10.3390/rs10071004