Ground Penetrating Radar

The first peer-reviewed scientific journal dedicated to GPR

Open access, open science

ISSN 2533-3100

<-- Click on the logo to see this article on Crossref

Ground Penetrating Radar 2019, Volume 2, Issue 1, GPR-2-1-3,   https://doi.org/10.26376/GPR2019003


Real-time visualization of the data gathered by a reconfigurable stepped-frequency GPR system

Filippo Brigatti


Full text: PDF [1.2 MB, open access]

Supplementary materials: ZIP [11 KB, open access]


Abstract:   This paper describes recent improvements made to the acquisition software of a reconfigurable stepped-frequency ground penetrating radar (GPR) prototype, to allow real-time data visualization. In particular, real-time data visualization was not yet implemented in the previous version of the acquisition software, although this is a common feature available in all commercial systems. This was a bad problem for the GPR prototype: the possibility to visualize data in real time is obviously of vital importance, because it makes it possible for the user to easily identify promising areas in the field, or to recognize an anomalous functioning of the system without wasting a day of work. So far, real-time data visualization was not yet possible because the prototype at hand is equipped with three equivalent couples of antennas that can transmit and receive data simultaneously, which implies a quite large amount of data recorded per second. Nonetheless, by implementing suitable procedures for a more efficient data handling, the problem has been successfully solved and now the prototype is not anymore “blind” in the field.


Keywords:  Ground Penetrating Radar; stepped-frequency reconfigurable systems; acquisition software; real-time data visualization.


Introduction

Pulsed and stepped-frequency systems are the two most widely used categories of ground penetrating radar (GPR) systems. They are based on ideas and principles dating back to the first half of the twentieth century [1]. According to [2], the first GPR technology patent was registered in 1910 and regarded a system working in the frequency domain, whereas the first pulsed system was patented in 1926, only. Nonetheless, the commercial development of GPR systems started after the Second World War (which gave a substantial input to the development of radar technology) and regarded pulsed systems, first; subsequently, stepped-frequency systems were commercialised, too. In particular, while pulsed systems were already commercialised in the sixties [1], the first experiments with commercial stepped-frequency systems date back to the seventies [3].

The debate on which system is best is still going on today [4, 5]. Stepped frequency systems are claimed to be more performant in terms of dynamic range and signal-to-noise ratio [4]. On the other hand, they present the problem that the receiver needs to have the same dynamic range as the transmitted signal, in order not to saturate when receiving the direct wave. Consequently, stepped-frequency technology is more complex, and this easily drives towards more expensive systems. However, the realization costs of pulsed and stepped frequency systems become similar for GPR systems with antenna arrays [6]. Probably, this is one of the main reasons why most commercial stepped-frequency systems are nowadays equipped with an array of antennas [7].

Although the majority of GPR systems currently are pulsed systems, we do not yet know in an absolute sense what is the best technology between pulsed and stepped frequency. Probably the answer to this question depends on the application. For example, according to [8] stepped-frequency systems are more promising for some high-frequency applications, such as demining.

The possibility to reconfigure hardware and software parameters during prospecting has been lately introduced for stepped-frequency systems [9]. In particular, an innovative reconfigurable stepped-frequency GPR prototype [10, 11] was implemented within the A.I.Te.C.H. research project [12]. To the best of my knowledge, pulsed system with analogous reconfigurable features do not yet exist. Until recently, the data recorded by the reconfigurable stepped-frequency GPR prototype were not visible in real time: they could be viewed during post-processing, only. Real-time data visualization is obviously an essential feature, which allows, e.g., immediately identifying the presence of anomalies in the area under test, so that a localized excavation can be executed, or further measurements can be made; it also allows checking the correct functioning of the system in the field.

This paper summarizes the work carried out during my Master thesis in Computer Engineering, at the International Telematic University Uninettuno (Rome, Italy), in 2018, under the supervision of Dr Raffaele Persico (National Research Council of Italy, CNR, Lecce, Italy). My thesis was focused on developing new procedures to be integrated in the acquisition software of the above-mentioned reconfigurable stepped-frequency GPR prototype, in order to allow real-time data visualization. In Section 2, the prototypal reconfigurable GPR system and its original acquisition software are shortly described. In Section 3, the implementation of an improved version of the software is presented, with a main focus on the procedures for real-time data visualization. Conclusions are drawn in Section 4.


To continue reading, please download the full text: PDF [1.2 MB, open access]


References

[1] P. . Annan, “GPR—History, Trends, and Future Developments,” Subsurface Sensing Technologies and Applications, vol. 3, no. 4, pp. 253–270, October 2002, doi: 10.1023/A:1020657129590.

[2] S. S. Artagan and V. Borecky, “History of using GPR for diagnostics of transport structures,” Proceedings of the 6th International Scientific Conference, Pardubice, Czech Republic, 3–4 September 2015, 7 pp.

[3] W. Wai-Lok Lai, X. Dérobert, and P. Annan, “A review of Ground Penetrating Radar application in civil engineering: A 30-year journey from Locating and Testing to Imaging and Diagnosis,” NDT & E International, vol. 96, pp. 58–78, June 2018, doi: 10.1016/j.ndteint.2017.04.002.

[4] D. J. Daniels and E. C. Utsi, “GPR case histories and known physical principles,” Proceedings of the 7th International Workshop on Advanced Ground Penetrating Radar (IWAGPR 2013), Nantes, France, 2–5 July 2013, pp. 1–9, doi.org/10.1109/IWAGPR.2013.6601507.

[5] E. C. Utsi, “Ground Penetrating Radar: Theory and Practice.” Publishing House: Butterworth-Heinemann; Oxford, United Kingdom, April 2017; ISBN: 978008102216; 224 pp.

[6] A. Benedetto and L. Pajewski, Eds. “Civil Engineering Applications of Ground Penetrating Radar,” Publishing House: Springer International; Book Series "Springer Transactions in Civil and Environmental Engineering;" April 2015; e-book ISBN: 9783319048130; hardcover ISBN: 9783319048123; doi: 10.1007/9783319048130; 371 pp.

[7] X. Núñez-Nieto, M. Solla, P. Gómez-Pérez, and H. Lorenzo “GPR signal characterization for automated landmine and UXO detection based on machine learning techniques,” Remote Sensing, vol. 6, no. 10, pp. 9729–9748, October 2014, doi: 10.3390/rs6109729.

[8] V. Ferrara, “Technical survey about available technologies for detecting buried people under rubble or avalanches,” WIT Transaction on The Built Environment, vol. 150, pp. 91-101, May 2015, doi: 10.2495/DMAN150091.

[9] M. Zajc, B. Celarc, and A. Gosar, “Structural–geological and karst feature investigations of the limestone–flysch thrust-fault contact using low-frequency ground penetrating radar (Adria–Dinarides thrust zone, SW Slovenia),” Environmental Earth Sciences, vol. 73, no. 12, pp. 8237-8249, June 2015, doi: 10.1007/s12665-014-3987-x.

[10] J. Jezova, L. Mertens, and S. Lambot, “Ground-penetrating radar for observing tree trunks and other cylindrical objects,” Construction and Building Materials, vol. 123, pp. 214-225, October 2016, doi: 10.1016/ j.conbuildmat.2016.07.005.

[11] L. Pajewski, M. Solla, and M. Küçükdemirci, “Ground-Penetrating Radar for Archaeology and Cultural Heritage Diagnostics: Activities Carried Out in COST Action TU1208,” in: Nondestructive Techniques for the Assessment of Historic Structures, L. M. da Silva Goncalves, H. Rodrigues, F. Gaspar, Eds., CRC Press – Taylor & Francis Group, Boca Raton, FL, USA, October 2017, ISBN 9781138710474, pp. 215-225.

[12] J. D. Taylor, Ed., “Advanced Ultrawideband Radar: Signals, Targets, and Applications,” Publishing House: CRC Press – Taylor & Francis Group; Boca Raton, FL, December 2016; ISBN 9781466586574, 494 pp.

[13] A. Zhao, Y. Jiang, and W. Wang, “Signal-to-noise ratio enhancement in multichannel GPR data via the Karhunen-Loève transform,” Proceedings of the Progress in Electromagnetic Research Symposium, Hangzhou, China, 22–26 August 2005, vol. 1, no. 6, pp. 754–757, 2005, doi: 10.2529/ PIERS041210090705.

[14] X. L. Travassos, D. A. G. Vieira, V. Palade, and A. Nicolas, “Noise reduction in a non-homogenous ground penetrating radar problem by multiobjective neural networks,” IEEE Transactions on Magnetics, vol. 45, no. 3, pp. 1454–1457, February 2009, doi: 10.1109/TMAG.2009.2012677.

[15] J. Li, C. Le Bastard, Y. Wang, G. Wei, B. Ma, and M. Sun, “Enhanced GPR signal for layered media time-delay estimation in low-SNR scenario,” IEEE Geoscience Remote Sensing Letters, vol. 13, no. 3, pp. 299–303, January 2016, doi: 10.1109/LGRS.2015.2502662.

[16] L. Pajewski and M. Marciniak, “Comparative study of GPR international standards and guidelines,” Short-Term Scientific Missions - Year 2, L. Pajewski & M. Marciniak, Eds.; Publishing House: Aracne; Rome, Italy, May 2015; ISBN 978-88-548-8488-5. Available in open access on the website of COST Action TU1208: www.gpradar.eu/resources/books.html

[17] ASTM D6087-08(2015)e1 “Standard Test Method for Evaluating Asphalt-Covered Concrete Bridge Decks Using Ground Penetrating Radar,” ASTM International, West Conshohocken, PA, 2015.

[18] M. R. Mahmoudzadeh Ardekani and S. Lambot, “Full-Wave Calibration of Time- and Frequency-Domain Ground-Penetrating Radar in Far-Field Conditions,” IEEE  Transactions on Geoscience and Remote Sensing, vol. 52, no. 1, pp. 664–678, January 2014, doi: 10.1109/TGRS.2013.2243458.

[19] L. Mertens, A. P. Tran, and S. Lambot, “Determination of the stability of a pulse GPR system and quantification of the drift effect on soil material characterization by full-wave inversion,” Proceedings of the 15th International Conference on Ground Penetrating Radar (GPR 2014), 30 June – 4 July 2014, Brussels, Belgium, pp. 480–483, doi: 10.1109/ICGPR.2014.6970471.

[20] A. Van der Wielen, “Characterization of thin layers into concrete with Ground Penetrating Radar,” PhD Thesis; Université de Liège, Liège, Belgium, 28 March 2014; 228 pp. (available for free download at http://hdl.handle.net/2268/163976, last checked 10 July 2018).

[21] F. I. Rial, H. Lorenzo, A. Novo, and M. Pereira, “Checking the signal stability in GPR systems and antennas,” IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing, vol. 4(4), pp. 785–790, December 2011, doi: 10.1109/JSTARS.2011.2159779.

[22] T. Scullion, C. L. Lau, and T. Saarenketo, “Performance specifications of ground penetrating radar,” Proceedings of the 6th International Conference on Ground Penetrating Radar (GPR 1996), 30 September–3 October 1996, Sendai, Japan,  pp. 341–346.

[23] T. Scullion, C. L. Lau, and Y. Chen, “Implementation of the Texas Ground Penetrating Radar system,” Interim Report No. FHWA/TX-92/1233-1, Texas Department of Transportation, November 1992 (revised April 1994), 102 pp.

[24] R. W. Jacob, J. F. Hernance, “Precision GPR measurements: Assessing and compensating for instrument drift,” in Proceedings of the 10th International Conference on Ground Penetrating Radar (GPR 2004), 21–24 June 2004, Delft, The Netherlands, pp. 159–162.

[25] G. Manacorda and M. Miniati, “An easy way of checking impulsive georadar equipment performances,” Proceedings of the 8th International Conference on Ground Penetrating Radar (GPR 2000), 23-26 May 2000, Gold Coast, Australia, 2000, pp. 44–49.

[26] F. Benedetto and F. Tosti, “A signal processing methodology for assessing the performance of ASTM standard test methods for GPR systems,” Signal Processing, vol. 132, pp. 327–337, 2017, doi: 10.1016/j.sigpro.2016.06.030.

[27] S. Sebesta, T. Scullion, and T. Saarenketo, “Using Infrared and High-Speed Ground-Penetrating Radar for Uniformity Measurements on New HMA Layers,” Report No. S2-R06C-RR-1 of the Second Strategic Highway Research Program, Transportation Research Board of the National Academies, 2013, 81 pp.

[28] D. Goulias and M. Scott, “Effective Implementation of Ground Penetrating Radar (GPR) for Condition Assessment & Monitoring of Critical Infrastructure Components of Bridges and Highways,” Final Report No. MD-15-SHA-UM-3-11, State Highway Administration of Maryland Department of Transportation, January 2015, 173 pp.

[29] R. W. Jacob and J. F. Hermance, “Assessing the precision of GPR velocity and vertical two-way travel time estimates,” Journal of Environmental Engineering and Geophysics, vol. 9, no. 3, pp. 143–153, September 2004, doi: 10.4133/JEEG9.3.143.

[30] R. W. Jacob and J. F. Hermance, “Random and non-random uncertainties in precision GPR measurements: Identifying and compensating for instrument drift,” Subsurface Sensing Technologies and Applications, vol. 6, no. 1, pp. 59–71, January 2005, doi: 10.1007/s11220-005-4226-z.

[31] H. Liu, B. Xing, J. Zhu, B. Zhou, F. Wang, X. Xie, and Q. H. Liu, Fellow, “Quantitative Stability Analysis of Ground Penetrating Radar Systems,” IEEE Geoscience and Remote Sensing Letters, vol. 15, no. 4, April 2018, pp. 522–526, doi: 10.1109/LGRS.2018.2801827.

[32] Webpage of the Final Conference of COST Action TU1208 “Civil engineering applications of Ground Penetrating Radar” (Warsaw, Poland, 25–27 September 2017): www.gpradar.eu/events-dissemination/conferences/finalconference.html

[33] M. Vrtunski, L. Pajewski, X. Derobert, Ž. Bugarinović, A. Ristić, M. Govedarica, “GPR antenna testing based on COST Action TU1208 guidelines,” Geophysical Research Abstracts, European Geosciences Union (EGU) General Assembly 2017, 8–13 April 2018, Vienna, Austria, article ID EGU2018-2353, p. 1.

[34] R. Persico, A. Provenzano, C. Trela, M. Sato, K. Takahashi, S. Arcone, S. Koppenjan, L. G. Stolarczyk, E. C. Utsi, S. Ebihara, K. Wada, E. Pettinelli, L. Pajewski, “Recommendations for the Safety of People and Instruments in Ground-Penetrating Radar and Near-surface Geophysical Prospecting.” Publishing House: EAGE Publications bv; Houten, The Netherlands, June 2015, ISBN 9789462821620, 68 pp.

[35] A. Balanis, “Antenna Theory: Analysis and Design,” IV edition. Publishing House: John Wiley & Sons Inc; Hoboken, NJ, January 2016, ISBN: 9781118642061, 1072 pp.

[36] ASTM D4748–10(2015) “Standard Test Method for Determining the Thickness of Bound Pavement Layers Using Short-Pulse Radar,” ASTM International, West Conshohocken, PA, 2015.


Share & Cite this article

Unrestricted use, distribution, and reproduction in any medium of this article is permitted, provided the original article is properly cited.   Please cite this article as follows: F. Brigatti, "Real-time visualization of the data gathered by a reconfigurable stepped-frequency GPR system," Ground Penetrating Radar, Volume 2, Issue 1, Article ID GPR-2-1-3, March 2019, pp. 51-66, doi.org/10.26376/GPR2019003.


Citations





Indexing & Archiving



<-- Click on the logo to see the list of publications citing this article on Google Scholar

For information concerning COST Action TU1208 and TU1208 GPR Association, please take contact with the Chair of the Action and President of the Association, Prof. Lara Pajewski. From 4 April 2013 to 3 October 2017, this website was supported by COST, European Cooperation in Science and Technology - COST is supported by the EU RTD Framework Programme Horizon2020. TU1208 Members are deeply grateful to COST for funding and supporting COST Action TU1208. As of 4 October 2017, this website is supported by TU1208 GPR Association, a non-profit association stemming from COST Action TU1208.


Blog: http://tu1208blog.gpradar.eu/