1. s Fernando Quivira, Jose Martinez Lorenzo and Carey Rappaport Gordon Center for Subsurface Sensing & Imaging Systems Northeastern University, Boston, MA IGARSS Honolulu, Hawaii - July, 2010 Fernando Quivira, Jose Martinez Lorenzo and Carey Rappaport Gordon Center for Subsurface Sensing & Imaging Systems Northeastern University, Boston, MA IGARSS Honolulu, Hawaii - July, 2010 Impact of Wave Number Estimation in Underground Focusing SAR Imaging

2. Outline  Problem description  Current methods  Why SL-SAR?  Underground focusing considerations  UF-SL-SAR imaging  Simulation configuration  Results  Nominal case  Parameter study  Conclusions  Problem description  Current methods  Why SL-SAR?  Underground focusing considerations  UF-SL-SAR imaging  Simulation configuration  Results  Nominal case  Parameter study  Conclusions

3.  Underground tunnels present both military and homeland security threats:  Transit routes for trafficking drugs, people and weapons  Excavated to detonate explosives on high security facilities  Avoid security checkpoints (especially on the borders)  Underground tunnels present both military and homeland security threats:  Transit routes for trafficking drugs, people and weapons  Excavated to detonate explosives on high security facilities  Avoid security checkpoints (especially on the borders) Near Otay Messa, CA (Sandy H, Getty Images 2006) Tijuana, Mexico (David Maung, AP, 2004) Height: 1.5 – 2 m Width: 0.5 – 1 m Length: 0.1 – 10 km Height: 1.5 – 2 m Width: 0.5 – 1 m Length: 0.1 – 10 km Problem formulation

4. Nogales, AZ ( U.S. Customs and Border Protection, 2009) Tucson, AZ ( U.S. Customs and Border Protection, 2009)  11 tunnels discovered in the Tucson sector throughout 2009  A new tunnel is discovered almost every month  All of the tunnels have been found by good law enforcement work or by chance  11 tunnels discovered in the Tucson sector throughout 2009  A new tunnel is discovered almost every month  All of the tunnels have been found by good law enforcement work or by chance

5. Current methods  Most of the currently proposed solutions rely on some sort of land-based Ground Penetrating Radar (GPR)  Time consuming  Expensive  Trade-off between image quality and scanning time  Most of the currently proposed solutions rely on some sort of land-based Ground Penetrating Radar (GPR)  Time consuming  Expensive  Trade-off between image quality and scanning time Radio Frequency Tomography for Tunnel Detection [ Lo Monte 2010]

6. System configuration and challenges Penetration Depth d 10 = Distance for the power to drop by a factor of 10 (-10 dB) (19%wet) (26%wet)  Penetration Depth v. Frequency for various dielectric materials

7.  Wavelengths for various dielectric materials System configuration and challenges

8. Why Spotlight-SAR?  Focus with narrow illumination spots  Generates high resolution images  Scans large regions in short amount of time  Focus with narrow illumination spots  Generates high resolution images  Scans large regions in short amount of time Spotlight SAR [ Natural Resources Canada 2005 ]

9. Underground Focusing Considerations  Enhances Spotlight – SAR capabilities  Takes into account wave refraction assuming a flat surface  Needs estimation of soil characteristics  Image quality and tunnel detectability depend on soil properties  Underground media variation presents challenges  Enhances Spotlight – SAR capabilities  Takes into account wave refraction assuming a flat surface  Needs estimation of soil characteristics  Image quality and tunnel detectability depend on soil properties  Underground media variation presents challenges Transmitter Refraction point Target ε1ε1 ε2ε2

10.  Parameters:  Frequency:  Tx antenna:  Rx antenna:  Focusing point:  SAR image equation Underground focusing SAR imaging  Amplitude  Phase

11. [m]  Multi-static configuration: Receiving antennas Transmitting antennas UF-SL-SAR Focusing rough surface

12.  Multiple angles and frequencies for higher resolution:  128 frequencies from 50 MHz to 550 MHz  19 angles from -45 degrees to 45 degrees  Parametrize permittivity  Tunnel: 1 m x 1.5 m  Multiple angles and frequencies for higher resolution:  128 frequencies from 50 MHz to 550 MHz  19 angles from -45 degrees to 45 degrees  Parametrize permittivity  Tunnel: 1 m x 1.5 m Simulation configuration Parameter: roughness height Several angles and several frequencies

13.  Simulated using 2-D Finite Difference in Frequency Domain analysis  Transmitting antennas were modeled as uniform plane waves  Very dry non-dispersive sandy soil:  ε r = 2.55  Loss tangent: 0.01  Tunnel was represented by a rectangular void  Simulated using 2-D Finite Difference in Frequency Domain analysis  Transmitting antennas were modeled as uniform plane waves  Very dry non-dispersive sandy soil:  ε r = 2.55  Loss tangent: 0.01  Tunnel was represented by a rectangular void Simulation configuration

14. Non-dispersive sandy soil resolution: focal spot size y= 0.5 m y= 0 m y= -4 m Focusing at point on surface Refraction focusing at underground point

15. Field Scattered by Rough Surface Imperfections / Tunnel: 550 MHz, -45 deg. Magnitude Scattered No Tunnel Transverse distance (m) Depth (m) Magnitude Scattered Tunnel Transverse distance (m) Depth (m)

16. Focused at 0.5m Focused at 0.5 m Magnitude Total field No Tunnel Magnitude Total field Tunnel  From 0.5 m to -9 m Focused at 0 mFocused at 0 m Focused at -1 mFocused at -1 m Focused at -2 mFocused at -2 m Focused at -3 mFocused at -3 m Focused at -4 mFocused at -4 m Focused at -5 mFocused at -5 m Focused at -6 mFocused at -6 m Focused at -7 mFocused at -7 m Focused at -8 mFocused at -8 m Range focusing dry sand: total field

17. Nominal image reconstruction  Magnitude of scattered field [dB scale] Original geometry Tunnel

18.  Soil is hard to characterize from an airplane Estimation is necessary!  Non-ideal geometries distort images  Test algorithm limitations on extreme cases and worst case scenarios  Soil is hard to characterize from an airplane Estimation is necessary!  Non-ideal geometries distort images  Test algorithm limitations on extreme cases and worst case scenarios Parameter study

19. Wavenumber Estimation  Case I: Non-dispersive dry clay soil  Simulation: ε = 8 ε 0 (1+0.01 i )  Imaging: parameter sweep ε r = [1,3,4, 6, 8, 10, 12, 14]  Roughness height sweep: R = [0.1 0.2 0.3 0.4 0.5 0.6]  Case II: Lossy clay loam soil  Simulation: ε = A.P. Hill firing point  Imaging: parameter sweep  Case I: Non-dispersive dry clay soil  Simulation: ε = 8 ε 0 (1+0.01 i )  Imaging: parameter sweep ε r = [1,3,4, 6, 8, 10, 12, 14]  Roughness height sweep: R = [0.1 0.2 0.3 0.4 0.5 0.6]  Case II: Lossy clay loam soil  Simulation: ε = A.P. Hill firing point  Imaging: parameter sweep

20. Case I: Non-dispersive dry clay soil Imaging with permittivity sweep

21. Image reconstruction with ε r = 1  Magnitude of scattered field [dB scale] Original geometry Tunnel

22. Image reconstruction with ε r = 3  Magnitude of scattered field [dB scale] Original geometry Tunnel

23. Image reconstruction with ε r = 4  Magnitude of scattered field [dB scale] Original geometry Tunnel

24. Image reconstruction with ε r = 6  Magnitude of scattered field [dB scale] Original geometry Tunnel

25. Image reconstruction with ε r = 8  Magnitude of scattered field [dB scale] Original geometry Tunnel

26. Image reconstruction with ε r = 10  Magnitude of scattered field [dB scale] Original geometry Tunnel

27. Image reconstruction with ε r = 12  Magnitude of scattered field [dB scale] Original geometry Tunnel

28. Image reconstruction with ε r = 14  Magnitude of scattered field [dB scale] Original geometry Tunnel

29. Case II: Lossy clay loam soil Imaging with permittivity sweep

30. Lossy, dispersive clay loam soil Average

31. Dispersive clay loam soil y= 0.5 m y= 0 m y= -4 m Focusing at point on surface Refraction focusing at underground point

32. Image reconstruction: ε = 0.1 ε hill  Magnitude of scattered field [dB scale] Original geometry Reconstruction Tunnel response Width (m) Height (m)

33. Width (m) Height (m) Image reconstruction: ε = 0.3 ε hill  Magnitude of scattered field [dB scale] Original geometry Reconstruction Tunnel response

34.  Magnitude of scattered field [dB scale] Original geometry Reconstruction Tunnel response Width (m) Height (m) Image reconstruction: ε = 0.8 ε hill

35.  Magnitude of scattered field [dB scale] Original geometry Reconstruction Tunnel response Width (m) Height (m) Image reconstruction: ε = 1 ε hill

36.  Magnitude of scattered field [dB scale] Original geometry Reconstruction Tunnel response Width (m) Height (m) Image reconstruction: ε = 2 ε hill

37.  Magnitude of scattered field [dB scale] Original geometry Reconstruction Tunnel response Width (m) Height (m) Image reconstruction: ε = 4 ε hill

38.  Magnitude of scattered field [dB scale] Original geometry Reconstruction Tunnel response Width (m) Height (m) Image reconstruction: ε = 8 ε hill

39.  Magnitude of scattered field [dB scale] Original geometry Reconstruction Tunnel response Width (m) Height (m) Image reconstruction: ε = 12 ε hill

40. Roughness sweep: dry sandy soil ε = 2.55 ε 0 (1+0.01 i )

41. Image reconstruction: R height = 0.1 m  Magnitude of scattered field [dB scale] Original geometry Tunnel Background

42. Image reconstruction: R height = 0.2 m  Magnitude of scattered field [dB scale] Original geometry Tunnel Background

43. Image reconstruction: R height = 0.3 m  Magnitude of scattered field [dB scale] Original geometry Tunnel Background

44. Image reconstruction: R height = 0.4 m  Magnitude of scattered field [dB scale] Original geometry Tunnel Background

45. Image reconstruction: R height = 0.5 m  Magnitude of scattered field [dB scale] Original geometry Tunnel Background

46. Image reconstruction: R height = 0.6 m  Magnitude of scattered field [dB scale] Original geometry Tunnel Background

47. Underground Focusing Spotlight Synthetic Aperture Radar for low-loss soils:  Sufficiently high wave number estimate provides accurate tunnel detection  Wrong prediction of tunnel depth  Successful detection on non-dispersive sandy soil until surface roughness exceeds 0.5 m (for correlation length of 1 m)  Partial reconstruction of surface Underground Focusing Spotlight Synthetic Aperture Radar for low-loss soils:  Sufficiently high wave number estimate provides accurate tunnel detection  Wrong prediction of tunnel depth  Successful detection on non-dispersive sandy soil until surface roughness exceeds 0.5 m (for correlation length of 1 m)  Partial reconstruction of surface Conclusions

48. Underground Focusing Spotlight Synthetic Aperture Radar for lossy soils:  Unsuccessful tunnel detection even with minimal surface roughness  Soil loss reduces target signal below surface clutter levels  Not suitable for tunnel detection with UF-SL-SAR Underground Focusing Spotlight Synthetic Aperture Radar for lossy soils:  Unsuccessful tunnel detection even with minimal surface roughness  Soil loss reduces target signal below surface clutter levels  Not suitable for tunnel detection with UF-SL-SAR Conclusions Acknowledgments: Gordon-CenSSIS NSF ERC Program (Award number EEC 9986821) and U.S. Dept. of Homeland Security (Award number 2008-ST-061-ED0001) The views and conclusions contained in this document are those of the authors and should not be interpreted as necessarily representing the official policies, either expressed or implied, of the U.S. Department of Homeland Security.