1. Introduction
Classical methods of analyzing near-surface radar data generally rely on the visual inspection and interpretation of reflection profiles (e.g., [
1]) and sometimes on the inverse modelling of the acquired data (e.g., [
2]). These methods have been successfully applied in several fields, from archaeological research to civil engineering, to detect relatively large structures buried at a shallow depth, but suffer from severe limitations when the target has a thickness below the Ricker or Rayleigh estimates of the GPR antenna vertical resolution. In this paper, we present a solution to the problem of detecting tiny structures in the shallow subsurface. Specifically, we address the problem of mapping the presence of skeletons in the context of paleontological research. Rather than being based on data inversion, the proposed method uses forward modelling to map anomalies in the electric properties underground along the vertical traces of radar profiles. Therefore, we will refer to this method as
trace analysis. The anomalies are always revealed by pairs of strong amplitude reflectivity spikes with opposite polarity, with the bound regions having a dielectric permittivity much higher or lower than the surrounding material. Then, a reconstruction of the buried structures can be obtained by correlating the reflectivity peaks between traces. An advantage of this technique is that it allows us to reveal the presence of very thin features with an anomalous dielectric permittivity encapsulated in a homogeneous material, particularly buried bones, but can be extended to reveal the presence of small cracks, the thin lens of liquid contaminants, etc.
Apparently, GPR applications are not affected by issues related to vertical resolution, as one can always choose an antenna with a sufficiently high central frequency for the kind of targets that are being mapped. However, the higher the vertical resolution, the smaller the depth of penetration becomes. In addition to this, for any assigned antenna, the visual interpretation of radar profiles can be a very hard and subjective task. The technique described below should not be considered as a method to improve the resolution of GPR antennas. It simply provides an aid for the interpretation of the acquired data for an arbitrary antenna, especially in the presence of thin features. Compared to classical qualitative methods of analyzing GPR data, our approach can be considered semi-quantitative, because the visual analysis of radar profiles is always assisted by the forward modelling of key traces from these profiles, which provides additional high-resolution information about the buried structures. Here, we show that the trace analysis technique is effective in the detection of vertebrate skeletons, even when using an intermediate-resolution 400 MHz antenna. The controlled experiment described below was performed in one of the most fossiliferous localities of the Ica Desert of Peru, a true fossil-lagerstätte [
3]. The results obtained through the study of a ~15-meter-long partially buried whale specimen indicate that the technique has the potential to allow the identification of skeleton components such as vertebrae, ribs, and skulls.
The Rayleigh estimate of the GPR antenna vertical resolution is usually calculated as λ
D/4, λ
D being the dominant wavelength of the signal [
4,
5]. This quantity is defined, in turn, as the following product: λ
D =
vb, where
v is the velocity of the electromagnetic waves within the target layer and
b is the breadth of the electromagnetic pulses reflected to the GPR antenna [
6]. The resolution is further reduced by the presence of noise and is lower for pulses that are reflected at a higher depth, because the attenuation tends to increase the dominant wavelength. In fact, many authors believe that a practical estimate of the resolution for GPR antennas is between λ
D/3 and λ
D/2 (e.g., [
7]). The thin-beds problem has been addressed in several studies since the 1950s in the context of exploration seismology. Ricker [
8] solved the problem of seismic resolution for the first time by recognizing that a seismogram, in the absence of noise, can be reconstructed by the superposition of wavelets with a simple mathematical expression. He showed that modelling seismograms through these wavelets provides a vertical resolution δ
z = λ
D/4.62, slightly better than the classical Rayleigh limit δ
z = λ
D/4. Widess [
9] further reduced the threshold of resolution to δ
z = λ
D/8 by considering the composition of wavelets with opposite polarity, which are reflected by the upper and lower interfaces of a thin high-velocity layer. Finally, Kallweit and Wood [
6], in an attempt to unify the Rayleigh, Ricker, and Widess criteria, showed that the practical limit actually coincides with the Rayleigh λ
D/4 resolution.
In more recent years, the thin-beds problem has been subject to revaluation by GPR practitioners, especially in stratigraphic and forensic applications. For example, an interesting study on the reflectivity of thin sedimentary structures in the vadose zone [
10] showed that these beds generate interference between reflected wavelets, so that they can be detected only on detailed reflectivity plots, not by the visual inspection of radar profiles. The authors of this study performed indirect measurements of the dielectric permittivity from vertical transects in trenches and used these data to build high-resolution synthetic traces and reflectivity plots, which were compared with corresponding traces on the acquired GPR profiles. Unfortunately, this technique cannot be applied in most practical situations, as the compilation of dielectric permittivity profiles by the direct measurement of textural characteristics and the amount of water retention is a time-consuming laboratory practice. In principle, the presence of thin beds in sedimentary deposits can be revealed by a spectral shift of the reflected signal towards higher frequencies [
11], but this approach would require a reference spectrum and, in any cases, it does not provide information about the depth and nature of the lamination. Below, we show that the time resolution that can be obtained with trace analysis is bounded only by the data sampling interval, which is well below the Rayleigh resolution.
3. Trace Analysis
The proposed method of analyzing GPR data requires the selection of key traces from a set of radar profiles. These traces then undergo a procedure of forward modelling, which results in the production of synthetic scans that fit the acquired data. The final step comprises the conversion of the synthetic traces into corresponding reflectivity plots that can be interpreted in terms of buried layers and structures. The method assumes that any observed trace (or A-scan) can be reconstructed by a sequence of Ricker wavelets [
18,
19]. In the time domain, a zero-phase Ricker wavelet is defined as follows:
where
fp is the peak frequency, i.e., the spectral frequency with the highest power. This function is symmetrical and has an amplitude spectrum given by the following:
It is possible to build an infinite number of different Ricker wavelets with the same amplitude spectrum of Equation (2) but different shape and position in time. The latter can be modified by linearly increasing (or decreasing) the phase of each spectral component, while a constant phase shift changes the wavelet shape. Zeng and Backus [
20] discussed the benefits of 90°-phase wavelets in the stratigraphic and lithologic interpretation of seismically thin beds. Here, we will use 90°-phase wavelets to build synthetic traces that fit A scans of the observed radar profiles. In addition to the advantages discussed by Zeng and Backus [
20], these wavelets can fit the pulses produced by some commercial GPR antennas very well (e.g., [
21]). To obtain a Ricker wavelet with phase φ,
R(
t,φ), we first take the analytic signal of (1):
where
H is the Hilbert transform of
R. Then, we rotate the complex vector (3) by an angle φ and take its real part:
An example of the synthetic trace generated by the superposition of 90°-phase Ricker wavelets is illustrated in
Figure 2. A practical method of fitting a sequence of Ricker wavelets to an observed trace is described in the
Supplementary Materials (see A_Short_Guide_To_Trace_Analysis_and_Modelling_by_Microsoft_Excel.pdf). These wavelets have different amplitudes, expressed in scaled counts, arrival time (in ns), and polarity (either positive or negative). Arrivals with negative polarity are represented by 270°-phase Ricker wavelets. An interesting feature of the synthetic traces is that they allow us to construct detailed reflectivity diagrams that plot spikes with a distinct amplitude and polarity for each reflector in the ground. For this purpose, each wavelet in a synthetic trace is converted to a reflectivity spike, whose time position coincides with the wavelet two-way travel time (TWTT). Peaks with a positive or negative polarity always show an increase or decrease in velocity, respectively (caused by a corresponding decrease or increase in dielectric permittivity). As for their amplitude, this depends on the dielectric contrast across the corresponding reflector. These plots can be expressed in terms of TWTT or absolute depths. In the latter case, it is necessary to have a velocity function for the radar profile. Often these reflectivity diagrams show thin intervals bounded by reflectors of an opposite polarity and similar amplitude, which indicate the presence of layers with a higher or lower velocity than the surrounding material. In the presence of lateral continuity, these intervals may be representative of very subtle features and constitute interesting survey targets, for example, buried bones, small cracks, thin lenses of liquid contaminants, etc., although they could be confused with individual reflectors through the simple visual inspection of a radar profile.
Figure 3 illustrates this possibility. It shows the interference of two wavelets with opposite (positive and negative) polarity and equal amplitude, associated with the top and bottom interfaces of a high-velocity layer, respectively. These wavelets, which have a first-zero crossing interval of ~2.5 ns and a breadth
b of ~2.2 ns, can be used to model the pulses generated by a GSSI 400 MHz antenna.
When the difference in arrival times is comparable with the Rayleigh temporal resolution (
b/2), a high-amplitude central peak forms (
Figure 3c). On the trace of a radar profile, this peak may not be distinguishable from the positive peak of a single wavelet. In fact, the display of a radar profile requires translation from a 32-bit range of amplitude to a reduced number of colors, so that it may be difficult to discriminate the anomalous peak generated by constructive interference from a normal peak of high amplitude at the interface between two media with a strong dielectric contrast. Conversely, when a radar profile is analyzed by a forward modelling technique, the detection of a thin layer on selected traces is facilitated by the impossibility of obtaining a satisfactory fit between the observed and model traces. For example, it is not possible to model the signal in
Figure 3c using a single 90°-phase Ricker wavelet. The ability to detect thin layers by forward modelling depends on the degree of uncertainty in the signal, because the modelling procedure stops when the difference between the model and observed traces falls below an assigned level of uncertainty at any depth. For example, if we decrease the difference in arrival times Δ
tc, the two wavelets in
Figure 3 tend to be annihilated. Although perfect annihilation occurs only when Δ
tc = 0, we can assume that destructive interference takes place every time the wavelet composition has amplitudes that fall below the level of uncertainty of the signal. This means that we can never identify layers with a thickness so small that destructive interference takes place between the top and bottom reflections. Consequently, at least in principle, the annihilation limit can be used to measure the resolution of the trace analysis method. In this study, the detection of buried bones was performed using a GSSI 400 MHz antenna, whose pulse had a breadth of 2.2 ns. The resolution limit for this system, Δ
ta, depends on the amplitude
A of the two wavelets that are being annihilated and on the amount of uncertainty ε at their arrival time. Empirically, we obtain the following:
. For example, for a relatively strong amplitude
A = 1.0 × 10
9 [counts] and an uncertainty ε = 1.64 × 10
8 [counts], we would obtain Δ
ta = 0.05 ns. This uncertainty is two orders of magnitude lower than the classic Rayleigh limit δ
z = λ
D/4 =
vb/4, corresponding to ~1.1 ns in TWTT for the 400 MHz antenna. However, the quantity Δ
ta = 0.05 ns represents only a theoretical limit that is largely exceeded by the resolution imposed by the data sampling time interval, which is given by the time range divided by the number of samples. In our case, this practical limit is ~0.14 ns, which is one order of magnitude smaller than the Rayleigh limit.
We consider now the parameters that control the spectrum and breadth (or first-zero crossing interval) of a modelling wavelet. Although it is possible to extract the amplitude spectrum of a wavelet using a statistical method that analyzes the amplitude spectrum of an observed trace [
22], here we follow a more empirical approach based on forward modelling. In principle, the peak frequency
fp that appears in Equation (1) should be assigned by considering the central frequency of the antenna. It is possible to prove that the frequency band of a Ricker wavelet can be calculated from
fp by the following:
fc ≈ 1.059095
fp, Δ
f ≈ 1.154944
fp; here,
fc is the central frequency and Δ
f is the bandwidth [
18,
19]. Therefore, if the data have been acquired by a 400 MHz GPR, the wavelets generated by the transmitting antenna have a peak frequency
fp ≈
fc/1.059095 ≅ 378 MHz. However, it is important to note that the reflected wavelets always have a breadth that is greater than the input pulse, independent of the reflection depth. This is in part a consequence of the bandpass filtering that is applied to the data [
23]. To take into account this fact, we assign the central frequency
fc in such a way that the model ground reflection pulse fits, in any case, the breadth of the first wavelet of a trace. Additionally, it is necessary to consider the frequency-dependent attenuation that affects the reflected wavelets, which is described by a quality factor
Q* [
24,
25]. Such attenuation determines a shift in the peak of the amplitude spectrum (Equation (2)) of the wavelets that have propagated through the medium for a time interval
t. This shift has been used by some authors to measure the factor
Q* (e.g., [
26]). Here, we use
Q* as a modelling parameter, whose value is determined by fitting the breadth of a wavelet close to the trace base.
We assume that the frequency-dependent attenuation function can be expressed as follows [
25,
27]:
where
v is the velocity of propagation, ε′ is the real part of the complex dielectric permittivity at frequency
f, and μ is the magnetic permeability. Therefore, the amplitude spectrum of a Ricker wavelet that has traveled for a time
t is given by the following:
where
is given by Equation (2). If
fp(
t) is the peak frequency at time
t, the partial derivative of function (6) with respect to
f is zero when
f =
fp(
t).
Therefore, we easily obtain the following:
Finally, solving this equation for
fp(
t) gives the following:
This is the peak frequency that is used to generate a Ricker wavelet at a two-way travel time (TWTT)
t.
Figure 4 shows the progressive shift in the amplitude spectrum as a function of TWTT, calculated using Equation (8), as well as the attenuation of the corresponding 90°-phase Ricker wavelets.
Let us consider now the problem of determining the uncertainty of the acquired data. As in any other forward modelling approach (e.g., in magnetic field modelling [
28]), estimating the uncertainty of the observed data is necessary to obtain a threshold, and this is used to stop the trial-and-error fitting steps when the misfit between the observed and model trace falls below the estimated level of uncertainty. In the case of GPR data, the uncertainty has at least two distinct sources. There is an instrumental uncertainty, which is independent of the ground characteristics and can be estimated by a single experiment at an arbitrary location, and a spatial uncertainty that is related to the presence of small-scale disturbance at the air–ground interface. To estimate the instrumental uncertainty, we can perform an experiment at a fixed location through the acquisition of a single trace for a sufficiently long time interval.
Figure 5 illustrates the results of an experiment performed at a fixed location using a GSSI 400 MHz antenna in time-mode for 1200 s. The time evolution of the first positive and negative amplitude peaks of the acquired trace is shown in the top and bottom plots, respectively. The observed amplitudes of the first positive and negative peaks show a transient instrumental drift for ~600 s, followed by a stationary (in statistical sense) signal with pseudo-random oscillations about a steady value. To obtain an estimate of the uncertainty, we considered the mean and the standard deviation of each sample of the trace in the stationary range after 600 s. The resulting average scan is shown in
Figure 6, along with the 1σ uncertainty. It is apparent in
Figure 6 that this parameter increases linearly with the depth, and several other experiments at fixed locations confirmed this observation. Therefore, we applied this criterion for all the traces analyzed by forward modelling. In the following, the term ‘uncertainty’ always refers to a 2σ interval about the observed traces and includes both a depth-dependent instrumental component and a constant spatial uncertainty related to the presence of many small irregularities at the air–ground interface. The latter causes variations in the amplitude of the ground reflection that can be used to estimate this uncertainty component. In the case study presented below, we used the standard deviation of the average ground reflection amplitude recorded on 400 scans acquired along an 8-metre test line.
5. Results
We tested the technique described above through the study of a partially buried baleen skeleton (
Figure 1). The areas of GPR investigation are shown in
Supplementary Materials Figure S3, the location of the fossil whale being within Area P4A (see
Supplementary Materials Figure S4). The general features of the near-surface radar stratigraphy at the top of the CLQ hill are illustrated in
Figure 7, while amplitude slices for the large Area P5 are shown in
Supplementary Materials Figure S8. The sedimentary succession is crossed by a series of small-offset normal faults (
Figure 7a), which are generally accompanied by hanging-wall rotation. The cross-section in
Figure 7 shows the presence of many point disturbances at ~2 m depth, which can be interpreted as dolomite nodules. The application of trace analysis (
Figure 7b,c) suggests the presence of layers where the velocity progressively increases. We interpret these regions (yellow areas in
Figure 7c) as being formed by low-dielectric diatomaceous sediments rich in biogenic SiO
2 (ε
r ~ 4.5 [
29,
30]). Some sharp velocity increments in these beds are visible as strong reflectors on the radar profiles (e.g., reflectors
X and
Y in
Figure 7a). The diatomaceous layers are interrupted by several thin high- or low-velocity beds whose top and bottom interfaces are marked by reflectivity spikes with opposite polarity (layers
L1,
L2,
P,
H1, and
H2). Finally, the reflectivity plot in
Figure 7c shows the presence of regions characterized by alternating increments and decrements in velocity about an almost constant value.
We assume that the relatively low-velocity beds correspond to the dolomite layers described by [
16] (ε
r~7–8 [
31]), while the presence of ultra-high velocity layers and skeleton components in materials whose dielectric constant does not exceed 7–8 requires some additional consideration.
For example, the high-velocity Perro key bed [
13] that appears in the radar profile of
Figure 7 is formed by partly cemented sediments that include anhydrite, quartz, goethite, gypsum, and illite [
16]. All these mineral components, except goethite (ε
r~13–14 [
32]), have dielectric constants that are between those of the diatomaceous sediments and dolomite, so that the strong velocity increase in this layer cannot be easily justified except by the combined effect of porosity and dry conditions. The general equation that relates the dielectric constant of a porous medium, ε
r, to the dielectric constants of the filling material and the rock component, respectively ε
f and ε
s, reads as follows [
33]:
where
p is the porosity. In the case of dry sediments, the first term on the right-hand side of this equation disappears (ε
f = 1) and we obtain the following:
As an example, for εs = 5 and p = 0.5, we would have εr = 2.2. Therefore, it is reasonable to assume that the presence of thin high-velocity layers and structures in the diatomaceous or dolomite sediments is associated with the entrapment of air in sediments that are only partially cemented or in the bones of buried skeletons.
The fossil whale skeleton that is partly exposed in the small 12 × 5 m area P4A (see
Supplementary Materials Figure S4) was studied through a high-resolution GPR survey performed using a 400 MHz antenna (see above). The specimen was originally labelled CLQC-27 [
34,
35] and identified therein as belonging to Cetacea indet. What is currently exposed at the surface includes an articulated posterior segment of the vertebral column totaling more than 4 m in length. Anteriorly, the vertebral column disappears into the sediment, so that the skull bones should be found at a shallow depth below the surface (
Supplementary Materials Figure S4a). The zone in which the skull remains may be preserved consists of a block of hardened sediment that could not be excavated for the purposes of the present study. Although no diagnostic (i.e., taxonomically informative) areas of the skeleton (e.g., the cranium) are exposed alongside the aforementioned vertebrae, the size of CLQC-27 is suggestive of a large-sized, baleen-bearing whale of the suborder Mysticeti. The presence of the whale modified the diagenetic processes of the surrounding sediments, so that it is useful to consider the undisturbed radar stratigraphy of Site P4A, far from the skeleton (
Figure 8). A correlation with the profile in
Figure 7, located ~170 m north of Site P4A, was obtained on the basis of direct dip and strike measurements [
13] and the geometry of the Perro key bed, which crosses Site P4A (
Figure 8). This correlation suggests that the sedimentary succession at Site P4A includes, from top to bottom, (a) part of the high-velocity layer
H1, (b) the decreasing velocity bed α, (c) the high-velocity layer
H2, and (d) part of the diatomaceous succession below reflector
X. The amplitude slices at Site P4A are illustrated in
Figure 9. They show the presence of a very reflective interval between 2.5 and 3.4 ns (
Figure 9b), corresponding to the positive peak of the inverted polarity wavelet reflected at a 20 cm depth (
Figure 8). Presumably, this is the base of layer
H1, which appears to be interrupted by a non-reflective region where the whale experienced rapid self-burial and formed a scour depression [
34]. At a TWTT higher than ~6 ns and up to ~14 ns (corresponding to ~1 m depth), the only reflective regions are those associated with the presence of the whale skeleton and its Fe and Mn oxide envelope (
Figure 9c,d). The procedure used to identify the skeletal components on the radar profiles acquired at Site P4A is illustrated in
Figure 10,
Figure 11 and
Figure 12. The presence of bones is always revealed by prominent amplitude peaks in the traces, which result in part from constructive interference between the top and bottom reflections of thin structures (see
Figure 3c) and, to some extent, from dielectric contrasts. The fossil bones at Site P4A appear as high-velocity intervals, especially relative to the underlying sediments.
In fact, while the reflectivity peak at the upper interface can be either very strong or just noticeable, the lower reflection is always strong. When both reflection peaks have a large amplitude (see
Figure 11), this is most likely a consequence of air being entrapped in the pores and cavities of the buried bones [
34]. Several studies have shown that many exceptionally preserved vertebrate fossils of the Pisco Basin are embedded in hard dolomite nodules [
36]. These concretions may be more than 10 cm thick and are in contact with the fossil bones. The transition zone of the surrounding undisturbed sediments is formed by a non-laminated yellow layer with abundant authigenic apatite, followed by a very thin (<1 cm) black layer permeated by Mn oxide, which formed below the sediment–water interface at a redox boundary during the decomposition of the carcass [
15,
37].
A reddish sediment with a matrix rich in Fe oxides or hydroxides completes the sequence [
36]. This assemblage of yellow–black–red (YBR) sediments has a thickness between a few centimeters and a few decimeters. In the case of the specimen at Site P4A, partial excavation has shown the presence of a dolomite nodule around the neurocranium (
Figure 10,
Figure 11 and
Figure 12), while there is no evidence of carbonate concretion surrounding the rest of the skeleton. On the basis of these observations, we would expect the reflection peaks associated with the presence of bones to be closely followed by additional reflections due to the thin Mn-rich and Fe-rich layers. The presence of these layers is also evident in
Figure 10,
Figure 11 and
Figure 12, where they appear to surround the whale carcass. The dielectric constant of manganese oxides is very high, at around 60–70 according to [
32], so that the black layer should be observed as a low-velocity interval. However, field observations show that while the inner interface of this bed, close to the bones, is sharp, the bottom part gradually transitions to the sediments rich in Fe oxides [
37]. Consequently, the base of the Mn-rich layer and top of the underlying Fe-rich bed were not visible on the radar profiles. The trace analysis performed on representative scans of the radar profiles acquired at site P4A shows that, in most cases, the thin manganese layer is very close to the bones along the bottom side of the skeleton. The correlation between the reflectivity plots in
Figure 8,
Figure 10,
Figure 11 and
Figure 12 (see the
Supplementary Materials) suggests that the general signature of fossil specimens in this area is a triplet of strong spikes in the sequence: positive–negative–positive (+–+) polarity. In this series, the central negative spike combines the two reflections of equal polarity produced at the lower interface of a bone and at the top of the Mn-rich layer (see Wavelet Packets in the
Supplementary Materials). However, in some cases, the black layer has sufficient thickness and separation from the bones to be visible as an independent doublet (e.g., see
Figure 11).
The first-order skeletal anatomy of a modern Mysticeti whale is shown in
Supplementary Materials Figure S9.
Figure 10 shows the radar profiles and traces that cross the buried part of the vertebral column in two orthogonal directions. The
y-oriented profile 18 shows that the vertebral column terminates with a small depression, detected as a bow-tie structure on the radar profile. Such a depression probably hosts the cranium, which appears to be oriented in the
x direction, just like the dolomite nodule. In the
x-oriented profile 74, it is possible to note the presence of a pair of hyperbolae flanking the vertebral column, which can be reasonably interpreted as ribs. The skeletal components embedded in the dolomite nodule are considered in
Figure 11 and
Figure 12. The
y-oriented profile 20 (
Figure 11) shows the continuation of the depression observed in
Figure 10 in the
x direction. Trace T1 in this profile is one of the few scans where it is possible to observe an independent low-velocity reflectivity doublet that can be associated with the very thin Mn-rich layer. This trace is centered on the cranial vertex. On the transverse profile 80, trace T2 suggests the presence of a thicker interval with the same signature, which could be generated by a supraorbital process in an inclined position with respect to the ground surface. If this interpretation is correct, the segment of the radar profile after 3.7 m would be produced by the mandibles and rostrum. A transverse section of these two skeletal components is visible on profile 22 (
Figure 12). This profile also provides a transversal view of the dolomite nodule around the skeleton. Finally, the more distal profile 82 (
Figure 12) shows an evident hyperbola with the typical bone signature, which is most likely produced by a detached bone, possibly a cervical vertebra.
6. Discussion
This paper describes a new technique for detecting vertebrate skeletons and other thin features buried shallowly underground by GPR. In this approach, a target is always a 3D object vertically bounded by a couple of reflectors (top and bottom) and characterized by an observable contrast of dielectric permittivity with respect to the surrounding material. Therefore, individual reflectors that mark discontinuities in the electric properties of the ground are not considered targets for the present study, although they can be mapped in geological interpretations. To be observable, a dielectric contrast must produce a wavelet with an amplitude greater than the background noise. However, when the thickness of a target falls below the Rayleigh resolution limit, the top and bottom reflections merge into a single high-amplitude pulse (as in
Figure 3), or they might even annihilate each other. The technique presented above allows one to reduce the minimum thickness of a detectable object below the Rayleigh resolution, depending on the ambient noise, but with a theoretical limit given only by the time step between consecutive samples (i.e., time range/samples per trace). For this purpose, we stress that the vertical resolution values given by the Rayleigh or Ricker criteria were proposed in the 1950s as practical resolvability limits for the correct manual selection of arrival times in the analysis of noise-free seismic profiles [
8]. Nowadays, the use of computers and forward modelling allows researchers to assign the arrival times of two close wavelets with great accuracy and reproduce any interference peak. This method provides a higher resolution, limited only by the data uncertainty.
Figure 13 illustrates an example of the kind of reconstruction that can be achieved by the correlation of the reflectivity plots generated through trace analysis. This reconstruction reveals details about the geometry of subsurface structures that cannot be easily achieved by the visual inspection of a radar profile. In addition to this, it provides information about the electric properties of the layers and features in the ground.
Another example of the results that can be obtained by the method described above is illustrated in
Figure 14. These data were acquired at Dinosaur Ridge, Colorado, in 2018 by L. Conyers and his team using a 900 MHz antenna. This site is known for the presence of numerous dinosaur footprints. The reconstruction in
Figure 14 illustrates the advantage of using trace analysis for radar profile interpretation. The presence of a dinosaur footprint is not very evident in the profile in
Figure 14, because several strong reflections in the right part, not related to the presence of dinosaur remains or their passage, tend to overwhelm the important signals associated with the plantar pressure pattern and the underlying sub-track consolidation [
38]. Conversely, the reconstruction obtained by the correlation of several trace analysis reflectivity plots shows a clear pattern that can be interpreted as being due to a dinosaur footprint.
The procedure described in the previous sections can be applied to data acquired with any GPR antenna, even to very-low-frequency bistatic antennas in geological applications. This technique assumes that GPR traces can be reconstructed by the superposition of Ricker wavelets with an assigned phase (90° in the present study). Since the 1950s, Ricker wavelets have been known as appropriate models of radiating pulses in exploration seismology [
8], especially thanks to their propagation invariance [
39]. These wavelets have been also widely used in GPR research to fit the amplitude spectra of real GPR data (see [
25] and references therein). The reconstruction of a GPR trace by a linear combination of Ricker wavelets can be accomplished either by inverse or forward modelling. The former represents the traditional approach, based on time-frequency decomposition [
40,
41]. The latter is proposed for the first time in this paper and involves a trial-and-error manual procedure for fitting wavelets to the observed trace below an assigned uncertainty level. In general, the output of the inversion methods is represented by sharp radar images with improved resolution (see e.g., [
41]). In the case of trace analysis, the main goal is to detect thin targets that could not be resolved by the visual inspection of radar profiles, and create tomographic maps that show the presence of regions with anomalous electromagnetic properties, embedded in nearly homogeneous layers. An important difference in our approach compared to inversion procedures is that we assume a constant quality factor
Q*, representing the average attenuation in the background material. As mentioned above, this quantity is estimated by fitting a model wavelet close to the base of the considered time window, whereas in inversion procedures,
Q* can change with depth and is a result of the inversion itself.
Trace analysis requires that radar data processing be accomplished with very limited distortion of the waveforms. For example, background removal, migration, and cepstrum deconvolution lead to substantial modifications of the frequency band and produce an unpredictable bias in the radar profiles. Consequently, radar data should not undergo these processing procedures before trace analysis is undertaken. This limits the applicability of the method in some cases. For example, wet, heterogeneous soils lead to a strong impedance mismatch between the antenna and feed cable, which results in a ringdown noise that reduces the resolution and contaminates the radar profile with horizontal bands [
42]. In this instance, a possible strategy consists of the application of an advanced method of background removal, such as the double-sided sliding paraboloid (DSSP) algorithm [
43], the eigenimage filtering method [
44], or the non-linear data processing approach of Chen and Jeng [
45]. In the case study presented above, the ground characteristics did not require such additional pre-processing. As for the multiples, their presence should always be checked in the reflectivity plots obtained by trace analysis. This task can be accomplished through the following procedure. Let
t1,
t2, …,
tn be the arrival times of the
n Ricker wavelets that form a model trace. There is an uncertainty ±δ
tk on these times, which can be determined during the forward modelling procedure by changing the arrival time
tk until the error (observed signal minus model) rises above the background uncertainty (see the
Supplementary Materials, A_Short_Guide_To_Trace_Analysis_and_Modelling_by_Microsoft_Excel.pdf). If, for any pair of indices
j and
k, it results that |
tk − 2
tj|< δ
tk and the two reflectors can be followed for the whole profile, then it is possible to suppress the spike at
t =
tk in the reflectivity plot. A similar method can be applied to other kinds of multiple reflections.
Another potential source of error arises from the application of gain, particularly the method known as automatic gain control (AGC) [
46]. However, any kind of gain produces only a minimum change in the
relative amplitudes in a time window that includes several wavelets. Furthermore, gain procedures do not change the zeroes of the trace. It is also important to stress that, for the present study, the absolute amplitudes of the wavelets are less important than their polarities.
Microsoft Excel templates for the forward modelling of radar traces can be found in the
Supplementary Materials. The application of this method to the individuation of large vertebrate fossils, buried at a shallow depth in the Ica Desert, seems promising and depends on the fact that, in most cases, the bones form a characteristic sequence of thin layers that generate strong reflectivity peaks. Conversely, the normalized correlation chart between the reflectivity plots in
Figure 8,
Figure 10,
Figure 11 and
Figure 12 (see the
Supplementary Materials) indicates that bones may not have a strong dielectric contrast with respect to the embedding materials. Forward modelling suggests that this is not a limitation, as the combined effect of dielectric contrasts and constructive interferences produces, in all cases, characteristic wave packets with a strong amplitude that are easily identified by trace analysis (see Wavelet Packets in the
Supplementary Materials). Therefore, we are confident that the proposed technique can be effective in discovering buried specimens in the specific environmental conditions of the Ica Desert.
It is reasonable to ask whether the technique can also be applied in other fossil-lagerstätten and fossil-rich sites to detect buried skeletons of vertebrates, for example, in the Mongolian Gobi Desert. A technique similar to the one presented above was used at the beginning of the new millennium to search for dinosaur bones at the Dinosaur Ridge site mentioned above [
47]. In that study, the bones were mineralized by iron oxide, mainly in the form of goethite, with a dielectric permittivity much higher than the surrounding sandstone of the Morrison Formation. In more recent years, GPR methods have been rarely used in the search for fossils, and the interpretation of radar data has been based in any case on specific filtering (e.g., [
48]) or imaging techniques [
49]. We know that the possibility of detecting the presence of fossil bones through GPR depends on (1) the electromagnetic properties of the surrounding material, particularly its conductivity and magnetic permeability, and (2) the mode and degree of bone mineralization, including the impregnation of the bone pores and cavities. In the case of fossilized whales, the latter process acquires an even greater importance because of the very high porosity of their bones [
50]. The diagenetic processes that occur during vertebrate fossilization involve the early transformation of the mineralized internal skeleton, composed of hydroxylapatite, into a more compact phase formed by secondary fluorapatite via the substitution of elements in the original “bioapatite” lattice [
51]. This transformation results in an increased crystallite size and a consequent reduction in porosity [
37,
52]. Late diagenetic alteration includes the further recrystallization of apatite and the precipitation of secondary minerals, such as apatite, dolomite, quartz, gypsum, iron or manganese oxides, which partially or totally fill the bone cavities [
34,
52]. This permineralization of the bone pores and cavities is critical in determining the final dielectric permittivity of the fossil bones and the possibility of detecting buried skeletons by GPR. For example, an abundant concentration of gypsum (ε
r ≅ 2.37 [
53]) and the presence of air (ε
r = 1) in the cavities would yield a quite low average dielectric constant for the bones, despite the intermediate value of fluorapatite (ε
r = 9–10 [
54]). This is possibly the case for the specimen from Site P4A, where the bones are detected as high-velocity structures. Conversely, late mineralization by iron-bearing minerals like hematite (ε
r ~ 19) would result in a rather high degree of dielectric contrast with respect to the surrounding sediment made of sandstone. In this instance, a skeleton would be detected as a low-velocity structure. The presence of an iron and manganese oxide envelope helps the individuation of buried fossils.
A final remark concerns the relationship between the reflectivity plots and the velocities that can be estimated by fitting radar profile hyperbolas. In fact, a reflectivity plot puts a strong constraint on the variations in the velocity of the propagation of the signal with depth,
v =
v(
t), because the amplitude and polarity of a reflectivity peak depend on the variation in dielectric permittivity across an interface between two media. It is clear that the sign of velocity variations on a reflectivity plot should be coherent with the changes in the mean velocity observed independently on reflection hyperbolas during the migration procedure. We built a velocity profile for each survey area, which was representative of the general layering of the underground in terms of electric properties. For this purpose, it is important to note that the velocity values
, estimated at depths where a hyperbola is available, represent the rms velocities between the surface and a hyperbola apex, whose location does not generally coincide with the interface between layers with different electric properties. In fact, hyperbolas are in most cases generated by anomalous bodies embedded in a homogeneous material. Therefore, the procedure of hyperbola fitting was followed by the construction of the spline regression curve
of the observed rms velocities
, which was used to estimate the rms velocity at the base of each layer. The TWTT location of reflectors separating layers with different electric properties was constrained by the reflectivity plots obtained by the forward modelling of representative traces. For example, in the case of area P4A, we used the arrival times of the synthetic trace in
Figure 8 to assign a TWTT
tk to the base of each layer, so that
is an estimate of the rms velocity at the base of the layer.
The pairs
were used, with the Dix formula [
55], to calculate the true velocity of each layer in the model and to convert the TWTTs to depths.
Figure 15 shows the results of this analysis for area P4A. This procedure not only allows one to perform a better TWTT–depth conversion, in so far as it allows one to create a model of the ground velocity layering, but also ensures that the reflectivity plots that are built independently by trace analysis are compatible with the velocity profiles observed during migration.