ITEP Trials for Detection Reliability Assessment of Metal Detectors (Continued)



Figure 4: ROC diagrams for different soil and human factor conditions.

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The lessons learned from the first two trials were applied to the third trial set in Oberjettenberg in November 2003, with the intention of creating conditions likely to yield better performance. Three new lanes were set up (in addition to the ones available from the previous trial in May) and carefully cleaned of any metal fragments. Mines with large to medium and small metal content were selected and distributed systematically at a depth ranging from zero to 20 cm. The operators, who were inexperienced, were trained carefully in open and blind exercises until they were confident concerning the reaction of each detector to each mine in each soil at different depths. To avoid confusion among the different detector operating procedures, the operators were assigned detectors belonging to one class both during the training and during the first week of the trial only (double-D coil, static mode or single coil, dynamic mode). In the second week, they changed to the second class of detectors.

Results of the Trials

Figure 4 shows the overall results of each trial set, in ROC diagrams. These diagrams illustrate the influence of the factors (application factor and human factor) degrading the performance of all the detectors, without distinguishing among individual detectors. The result of inexperienced operators with a short training on metal-contaminated ground shows a mean detection rate of 70 percent and 0.3 false alarms per square meter. The artificial uncooperativeness reduces the performance to a 60-percent detection rate and almost one false alarm per square meter, which is surprisingly poor.

Even more surprising are the total overall results for Benkovac in June 2003, where the operators consisted of eight experienced Croatian deminers. The detection rate of about 65 percent in neutral soil decreases to almost 50 percent in a real, local, uncooperative soil with frequency-dependent susceptibility. The FAR grows from 0.5 false alarms per square meter to almost 0.6. Possible reasons for this extremely poor result are as follows:

  1. Many of the targets were deeply buried and in some cases beyond the physical capability of some of the detectors. Minimum metal mines, which are inherently difficult to detect, were buried according to a systematic depth distribution, ranging from zero to 20 cm in order to evaluate the detection rate as a function of depth. The maximum depth of 20 cm was chosen because it is the requirement of the Croatian clearance law. A more realistic mean value of detection rate for the region could be determined (if the real depth distribution of mines is known) by using the POD as a function of depth measured in the trial. Usually, anti-personnel mines are mainly buried at a depth ranging from zero to five cm, which is much shallower than the range used in the trial and would be detected with a higher average POD than measured in the trial.
  2. Only three of the deminers are currently active.
  3. It has been suggested that experienced deminers may need a longer training phase because they are generally accustomed to using a particular detector model and cannot handle too many different device types at the same time.
  4. In the trial, the deminers are not in danger and are less motivated to be careful than they would be in a real minefield.
  5. The test schedule required the deminers to work more quickly and for longer hours than they would normally.
  6. The test lanes were contaminated with metal.

Heterogeneous soil with strong frequency-dependent magnetic susceptibility is a challenge for all detectors, especially in combination with minimum metal mines, since the soil signals often mask the mine signal.

The performance in the third trial is much better than in the first two, as expected from the conditions of the test with respect to the human factors and application factors. In Figure 4c, the upper left corner of the ROC point is 90-percent detection rate and false alarms below 0.1 per square meter. The "secret" is in carefully conducted and longer training, reduced workload, neutral and very clean soil, and targets that are easier to detect. If we want to estimate a realistic POD, it is therefore necessary to ask "What is the appropriate scenario of application and human factors for the situation we want to investigate?"

Full Process Simulation

In Oberjettenberg in November, one additional test was conducted, on the advice of Dieter Guelle.7 The test simulated the full manual demining process, including prodding and excavation. Since the statistical basis was too small to be representative, results of this test must be considered indicative only and any conclusions provisional. The detection rate of the manual clearance process appeared to be higher than that of the detection process without excavation, probably due to instances where a minimum-metal mine was hidden by a larger false-alarm item. Indications that could be assigned to identifiable metal fragments were excluded (according to a "metal-free" approach), so the FAR is lower. The latter is, of course, a matter of definition rather than performance. A more detailed investigation is planned within the GICHD program for improvement of the manual demining methods mentioned above.

Example of a Set of Resulting Curves: Detection Rates as Function of Depth and False Alarms for the PMA-2 in Different Soils

Figure 5 gives an overview of all the soils in the three trials.

Soil Types in Oberjettenberg Trials Ground Reference Height (cm) Susceptibility at 958 Hz (10-5 SI) Susceptibility Difference at 465 and 4650 Hz (10-5 SI)
Lane 1: artificially uncooperative soil 5 ± 2244 ± 64 6.1
Lane 2: cement gravelno signal0 ± 1-0.2
Lane 3: clayno signal2 ± 1-0.5
Lane 4: concrete gravelno signal6 ± 1-0.5
Lane 5: magnetite mixed with coarse sand 4.5 ± 0.73000 ± 5006 ± 7
Lane 7: cement gravel no signal-1.0 ± 0.2 -0.1 ± 0.2
Lane 8: concrete gravel
no signal7 ± 1-0.1 ± 0.1
Soil Types in Benkovac Trials Ground Reference Height (cm) Susceptibility at 958 Hz (10-5 SI) Susceptibility Difference at 465 and 4650 Hz (10-5 SI)
Lanes 2, 6 (neutral):
Clay from Sisac
no signal 13 ± 20.6
Lanes 1, 5 (uncooperative):
Laterite soil from Obrovac
18.8 ± 0.9154 ± 1325.5
Lanes 3, 4, 7, 8 (uncooperative heterogeneous): local red Bauxite from Benkovac 19.7 ± 2.5190 ± 3635.4
Figure 5: Overview of magnetic properties of the soils.

In the following figures, the individual detector results are illustrated for the PMA-2 minimum metal mine under ideal conditions (i.e., neutral soil without metal contamination, well-trained operators and optimized working hours.) Figures 6a–d show the detection rates as functions of the burial depth for each device separately and Figure 6e shows the ROC points of all devices together.


Figure 6: This soil sample is neutral and very clean. It is the only mine PMA-2 with a mean value of ROC (detection rate versus FAR) that exceeds 95-percent confidence limits for the different devices.

Figures 7a–d and Figure 7e present the same results for the most difficult soil. The anomalous result for detector Y is due to a high FAR in the uncooperative soil, up to one false alarm per square meter and the spuriously higher detection rate at large depth. The latter phenomenon can be explained by the fact that some of the "true" positive indications appear to be signals from the soil that happened to fall within the halo of a target, so that the apparent POD does not approach zero at large depth. To avoid this type of anomaly, the soil compensation and sensitivity of the detector should be adjusted to produce an acceptable low FAR prior to starting the blind trial. CWA 14747: 2003 section 8.1.5 specifies a procedure for checking the adjustment of a metal detector to the soil under test. The test is only to be considered valid if the detector can be adjusted in a representative one-meter by one-meter setup area so that no false alarms are given when it is placed on the soil surface and then raised 30 mm above it. It seems likely that detector Y was not adjusted (or not adjustable) according to this procedure.


Figure 7: This soil sample is heterogeneous and hence, uncooperative. Being that it has red bauxite with neutral stones, it has frequency-dependent susceptibility. Its detection rate as function of mine depth (PMA-2 only) has four different devices with 95-percent confidence limits.

In the opinion of the authors, these combinations of ROC curves provide the information that the end-user ought to know about the device that he/she is going to operate in the field. It is therefore recommended that receiver operating characteristic curves, with appropriate explanation and interpretation, be included in device catalogues for the main categories of soils encountered in mine-affected areas.

Conclusions and Outlook

For detection reliability field tests, the combined scenario of soil type, soil metal contamination and the human factor has to be set up with care and must be appropriate for the local field situation. The characteristics of one detector should be determined in terms of the detection rate as a function of depth in each soil for each mine type and completed with the information about the correspondingFAR. An expected mean value of the performance of a detector in a certain region can then be determined from these basic curves, knowing the local mine distribution. The full demining process should be simulated to assess true clearance performance and might be introduced as a correction factor within a modular reliability model.

*All figures courtesy of the author.

References

  1. S. Billings, L. R. Pasion and D. W. Oldenburg. "Characterising Magnetic Soils: State of the Art and Future Needs." Reliability Tests for Demining, Berlin, Germany, 16–17 December 2003. http://www.kb.bam.de/ITEP-workshop-03/. File 0312171610_billings magnetic soils.pps on Workshop CD.
  2. Ch. Nockemann, et al. "Performance Demonstration in NDT by Statistical Methods: ROC and POD for Ultrasonic and Radiographic Testing," Proceedings, 6th European Conference on Non-Destructive Testing, pp. 37–44 (1994).
  3. P.-Th. Wilrich. "Statistical Design of Demining Experiments and Analysis by Logistic Regression," ITEP Workshop Reliability Tests for Demining, Federal Institute for Materials Research and Testing (BAM) Berlin, 16–17 December 2003, http://www.kb.bam.de/ITEP-workshop-03/.
  4. Ch. Mueller, M. Scharmach, M. Gaal, D. Guelle, A. M. Lewis and A. J. Sieber "Performance Demonstration for Humanitarian Demining" Materialpruefung Jahrg. 45, Vol. 11–12 pp. 504–512, 2003.
  5. Ch. Mueller, M. Scharmach, M. Gaal, D. Guelle, A. M. Lewis and A. J. Sieber. "Proposals for Performance Demonstration and Modular Reliability Assessment for Humanitarian Demining," International Conference on Requirements and Technologies for the Detection, Removal and Neutralization of Landmine and UXO, EUDEM2-SCOT, Brussels, 15–18 September 2003.
  6. M. Gaal, Ch. Mueller, K. Osterloh, M. Scharmach, S. Baer, U. Ewert, A. M. Lewis and D. Guelle. "Metal Detector Test Trials in Germany and Croatia—ITEP Project 2.1.1.2," MATEST 2003 NDT Achievements and Challenges, Brijuni-Pula, Croatia, 28–30 September 2003.
  7. Dieter Guelle and Martina Scharmach. "ROC-Diagrams for the Different Lanes," Reliability Tests for Demining. Berlin, Germany, 16–17 December 2003. http://www.kb.bam.de/ITEP-workshop-03/. File 0312161445-Guelle 14-45.pps on Workshop CD.
  8. M. Gaal, S. Baer, T. J. Bloodworth, D. Guelle, A. M. Lewis, Ch. Mueller and M. Scharmach. "Optimizing Detector Trials for Humanitarian Demining," Paper 5415-27 SPIE, Defense & Security Symposium, 12–16 April 2004.

Contact Information

Christina Mueller
BAM - VIII.333
Unter den Eichen 87
12205 Berlin
Germany
Tel: +49 30 8104 1833
Fax: +49 30 8104 1837
E-mail: Christina.Mueller@bam.de