first break volume 32, August 2014 special topic Near Surface Geoscience h Ground-based archaeological prospection: Case studies from Greece eo S IM at S R FO eS e R A TH rc Nikos Papadopoulos1*, Gregory Tsokas2, Apostolos Sarris1, Panagiotis Tsourlos2 and George Vargemezis2 assess the preservation of standing monuments and ancient water management facilities. A G rchaeological prospection or archaeogeophysics includes the diverse geophysical methods employed either in planned excavations to guide the archaeological research in advance of and during the excavation process or in salvage excavations to provide a rapid assessment during the development of infrastructure in urban or rural environments. On a more general basis, these techniques are also applicable to support regional archaeological surveys by locating areas of archaeological interest and contributing to the settlement pattern analysis (Sarris and Jones, 2000). Unlike the destructive nature of the archaeological excavations, geophysical prospection techniques are non-invasive, providing at the same time a rapid reconnaissance of a site without disturbing the ground or the monuments themselves. The success or the failure of these techniques strongly depends on the contrasting physical properties that exist between the archaeological buried targets and the hosting material. The early efforts of geophysical prospection methods for mapping concealed cultural remains, in terms of measuring the subsurface earth resistance, date back to late 1930s and early 1940s in the US and Britain respectively (Linford, 2006). After a period of experimentation, archaeological prospection presents an abrupt increase during the 1960s and 1970s. This period, known as the ‘Golden Period’ of archaeological prospection, is closely connected to the design and development of specialized field instrumentation sensitive to the relatively low-amplitude / short-wavelengths archaeological signals and the introduction of dedicated algorithms for the data treatment and image processing (Scollar et al.,1986). However, this initial enthusiasm was followed by an inactive period in the progress of archaeological prospection until the 1980s, when new, efficient and cheaper instruments and data processing softwares were made available to a growing community of specialized researchers and practitioners able to follow the demands and challenges of that period (Gaffney and Gater, 2003). Following these international developments, the earliest archaeological prospection efforts in Greece using magnetic and electrical resistance techniques have been reported by Ralph (1968) and Rudant and Thalmann (1976) in order to map buried roads and buildings in Elis (Peloponnese) and Malia (Crete). Within the next decade, the archaeological geophysical research in Greece was mainly driven by non-Greek researchers focusing in a relatively small number of isolated sites (e.g., El-Agamy and Hesse, 1984). After the mid-1980s a substantial deviation is registered in this tendency with the pioneering work of Papamarinopoulos et al., (1985) who managed to outline the foundation walls of a buried building within a 20 x 20 m2 grid with a proton magnetometer. This was actually the turning point towards the more systematic and professional implementation of archaeological geophysics in numerous archaeological sites all over Greece within the next three decades. However, the road to successful archaeological prospection examples in Greece was not and still is not an easy task, mainly due to the peculiarities of the Mediterranean landscape imposed by the fragmentary picture of monuments and sites, the continuous land-use of ancient landscape through time and the spatial diversity that combines coastal, island and mountainous environments (Sarris, 2005). Within this regime, Greek scientists and researchers were forced to adjust the methodologies to meet this challenging environment developing at the same time algorithmic workflows for the efficient processing, visualization and interpretation of the geophysical data (e.g., Tsokas and Papazachos, 1992; Tsokas and Tsourlos, 1997; Tsivouraki and Tsokas, 2007; Tsibouraki et al., 2007; Spanoudakis and Vafidis, 2008; Milea et al., 2010; Papadopoulos, et al., 2011). This work will try to illustrate the advances of groundbased archaeological prospection in Greece during the last decade. The presented examples mainly come from the long-term scientific experience of the authors and the research work that has been carried out by their affiliated university departments and research institutes. The different case studies have been classified in specific categories that emphasize the multi-dimensionality of the archaeological prospection methods, keeping in mind that this short review can’t cover the whole spectrum of the archaeological prospection developments and applications in Greece. Laboratory of Geophysical-Satellite Remote Sensing and Archaeoenvironment, Institute for Mediterranean Studies, Foundation for Research and Technology Hellas, Rethymno, Crete, Greece. 2 Department of Geophysics, Aristotle University of Thessaloniki, 54124 Thessaloniki, Greece. * Corresponding author, E-mail: [email protected] 1 © 2014 EAGE www.firstbreak.org 73 special topic first break volume 32, August 2014 Near Surface Geoscience When the full deployment of ground surface ERT is not possible cross-hole ERT modes (Figure 2a) can offer alternatives in imaging the subsurface in an urban environment. Tsokas et al., (2011) applied such a tomographic approach to assess the depth of the Roman and Byzantine wall foundations in Thessaloniki. This was achieved with the drilling of two boreholes (Figure 2b) at 7 m intervals and maximum depth of 15 m. Each borehole was equipped with 24 electrodes that were attached on the outer part of a plastic pipe at 0.5 m intervals with an aluminum tape. A custom-made multi-clone cable was used to connect the borehole electrodes with the instrument (Figure 2a). The high-resistivity area at the central part of the cross section depicts the wall’s foundations. In the particular case shown here, the Roman (constructed by Constantine the Great) and the Byzantine (constructed by the emperor Theodosius the Great) walls coincide. The foundations of the wall seem to extend to the depth of approximately 5 m below the ground level (Figure 2c). eo S IM at S R FO eS e R A TH rc Modern Greek urban centres exhibit an evident long historical and archaeological background spanning from ancient to modern times. Apart from the visible monuments and sites, an even larger portion of concealed antiquities still remain hidden under the surface of urbanized areas. The discipline of ‘urban archaeological geophysics’ has been rapidly evolved for the efficient investigation of archaeologically sensitive regions within an urbanized environment (Papadopoulos et al., 2009). Electrical resistivity tomography (ERT) and ground penetrating radar (GPR) are the most suitable methods to account for the difficulties and challenges arising in an urban territory (e.g., heterogeneity of subsurface material, ambient noise caused by electrical currents and electromagnetic radiation etc.). A high-resolution 3D surface ERT and GPR survey was completed in a central square (~2000 m2) of Rethymno (Crete, Greece) in advance of a major reconstruction and restoration programme. The ERT data were collected along multiple parallel profiles one metre apart, where the metal stakes were fixed in small holes (at 1 m intervals) and were opened in the asphalt using a drill. A 250 MHz antennal was used to collect the GPR signals along profiles at 0.5 m intervals. A 3D subsurface resistivity model was reconstructed from the inversion of the ERT profiles while the GPR data were subject to signal enhancement through specific filters (AGC Dewow and DCshift, tace-to-trace averaging). The combined interpretation of the horizontal depth slices that were extracted from the 3D ERT and GPR models outline towards the south a rectangular complex of rooms with inner compartments that are related to the facilities of the monastery of Augustian monks that is located to the east. Subsequent excavation works to the north of the surveyed area verified the geophysical results in terms of archaeological structures and a modern drainage ditch that runs diagonally the area (Figure 1). h Urban archaeological geophysics Imaging the integrity of standing monuments G Geophysical investigations in standing monuments comprise a non-conventional operation with specific challenges arising mainly from the need of extracting the maximum subsurface information without disturbing the monument itself. Ground Penetrating Radar is the most obvious method to meet these specific requirements since it is fully invasive and can map the ground beneath the flat floor of the monuments without any specific demands. Successful implementation of this technique has been reported by Tsokas et al. (2007), Papadopoulos and Sarris (2011) and Tsokas et al. (2013) in the investigation of the churches of Protaton in Mount Athos (northern Greece), Saint Andreas in Loutraki (central Greece) and Hamza bey monument in Thessaloniki respectively. GPR yielded successful results in estimating the thickness of the ancient lining of Figure 1 a) Depth slice of Z=0.6 m extracted from the 3D resistivity inversion model where the warm colours indicate high-resistivity values (range 10-1000 Ohm‑m). b) GPR depth slice. c) Integrated diagrammatic interpretation of high resistivity and high GPR amplitude anomalies. d) Excavated archaeological structure related with the geophysical anomaly T10 at the north of the site. e) Modern drainage ditch related with the geophysical anomaly T1. 74 www.firstbreak.org © 2014 EAGE special topic first break volume 32, August 2014 eo S IM at S R FO eS e R A TH rc h Near Surface Geoscience Figure 2 a) Deployment of electrodes for cross-hole ERT survey. A custom-built multicore cable is used to establish the electrical connections to the instrument. b) Location of the two boreholes used to conduct the cross-hole ERT experiment in Thessaloniki. c) Inverted resistivity cross section of the area between the boreholes. Figure 3 a) GPR survey to estimate the thickness of the Eupalinus tunnel in Samos island. b) Sample GPR section of the processed data where the red line marks the reflection between the lining and the backfill material. G the Eupalinus tunnel in the island of Samos (Aggistalis et al., 2014). The operator dragging the 800 MHz GPR antenna every 5 cm along a specific profile against the face of the ancient lining is shown in Figure 3a. Data was subjected to dewow, spatial and temporal band pass filtering and normalmove-out correction. The reflection interpreted as coming from the backside of the lining is marked by a red line (Figure 3b). Recently, the introduction of alternative ways of transmitting the electrical current into the floor or walls through ‘flat base’ electrodes (Athanasiou et al., 2007) or sponges impregnated by salty water (Karastathis et al., 2002) or bentonite mud (Tsourlos and Tsokas, 2011) have rendered Electrical Resistivity Tomography a powerful and fully nondestructive tool for applications inside existing monuments. These developments allowed the design and implementation of a fully non-destructive largescale ERT survey at the south wall of Athens Acropolis (Tsourlos and Tsokas, 2011). In this case, the cable was attached to the wall with the help of two experienced climbers (Figure 4a). Wet bentonite in a pliable form was placed on the wall and acted as an electrode while the cable was firmly tag-taped on to the wall to avoid any movement due to the wind. The wall-to-surface electrode lay out was also © 2014 EAGE www.firstbreak.org used, i.e., by placing electrodes both on the wall and on the extension of this line on the ground’s surface on top of the hill. A sample of the ERTs carried out in various configurations on the south wall of Akropolis is shown in Figure 4b. The inverted Wenner-Schlumberger resistivity image shows a low resistivity area which is attributed to higher moisture content pointing to a preferential water drainage way. Tumuli investigation Tumuli are artificially erected hills that cover monumental tombs and their architectural significance is comparable to the archaeological importance of their content. These structures are monuments of past human activity, offering opportunities to reconstruct important information about life and customs during their building period. Their research by means of regular archaeological excavation is time consuming, costly and destructive. As a response to the above-mentioned challenges, the application of archaeological prospection methods provide the necessary tools for effective and non-invasive investigation of tumuli. The complex subsurface property distribution, the size of the buried targets and the uneven topographical terrain brings all the geophysical techniques to their limits. Early efforts 75 special topic first break volume 32, August 2014 Near Surface Geoscience eo S IM at S R FO eS e R A TH rc h Figure 4 a) A climber places the bentonite electrodes on the south wall of the Akropolis. b) Wallto-surface ERT inverted image along a specific profile laid out on the wall of Akropolis. by Tsokas et al. (1995) and Vafidis et al. (1995) involved seismic refraction shooting to detect the ancient corridor (dromos) and thus indirectly locate the concealed tomb under the embankment. Polymenakos et al. (2004) employed seismic tomography to investigate the internal structure of a ‘Macedonian’ tumulus in northern Greece yielding seismic velocity depth slices that outlined some features possibly attributed to man-made structures. Following the advances of electrical resistivity tomography Papadopoulos et al. (2010) showed the superiority of the 3D resistivity surveying of tumuli by employing a grid of parallel 2D ERT profiles. Further, the relative merits and disadvantages of radial and rectangular measuring modes were studied by Tsourlos et al. (2014). Figure 5 shows an example of the resistivity distribution on a slice at a constant elevation obtained from the 3D ERT model of a tumulus in the region of Thrace (northern Greece). The high-resistivity anomaly at the northern part of the construction may indicate the signature of a concealed tomb. architectural attributes. A suite of different geophysical techniques such as ERT, GPR, Electromagnetic techniques, magnetic and electrical resistance mapping, has been applied in a number of ancient monuments from various parts of Greece (e.g., Dodoni, Sikyon, Ierapetra, Gortyna, Demetriada, etc.) aiming to retrieve information concerning their preservation (Sarris et al., 2014). In a few situations, it was even possible to compare the geophysical survey results with plans made by historical travellers (Papadopoulos et al., 2012). G Preservation assessment of ‘viewing and hearing venues’ A recent trend in Greece emphasizes the promotion and restoration of ancient theatres, amphitheatres, stadiums, odeons, and other venues for spectators and listeners (http://www.diazoma.gr), as they can host a number of modern performances that can attract the public’s attention and enhance the cultural activity of a region. On the other hand, the usage of these monuments for such purposes needs to be approached with particular attention, depending on their preservation stage. Geophysical prospection techniques can contribute to the preservation assessment for such monuments although they constitute a difficult survey target, mainly due to their topographical settings, terrain characteristics and 76 Figure 5 a) Resistivity slice extracted from the 3D ERT model of a tumulus in Thrace (northern Greece). The topographic relief is depicted by the black contours. www.firstbreak.org © 2014 EAGE special topic first break volume 32, August 2014 eo S IM at S R FO eS e R A TH rc h Near Surface Geoscience Figure 6 a) View of the Roman theatre in Gortyna (southern Crete) from the east. b) EM survey in the theatre of Gortyna. c) Rectification of the in-phase EM map on the satellite image of the theatre of Gortyna. d) The diagrammatic interpretation of the geophysical anomalies (EM, GPR, magnetic, ERT) outlined in the theatre of Gortyna have been superimposed on the satellite image and the theatre’s plan made by Onorio Belli. For example, in southern Crete 5000 m2 was surveyed in the area of the large Roman theatre of Gortyna. Measurements indicated a good preservation of the seats (for at least 10 m above the upper diazoma) that are carved on the rocky hill that looks towards the Odeum. In addition, GPR and ERT data provided evidence of the road that passes through the curved section beside the river Lithaios in accordance with Belli’s descriptions of a historical traveller in Crete during the 16th century (Figure 6). Geoarchaeological applications G Geophysical methods can have an integrated role within wider geoarchaeological projects aiming to outline the extent of settlements or to explore the wider limits of the habitation in a region (Sarris et al., 2014). Seismic refraction and ERT techniques have been used in modelling the vertical stratigraphy and mapping the bedrock of an area in an ultimate effort to study possible locations of ancient ports (Vafidis et al., 2005) or reconstruct geomorphological characteristics and their significance for human occupation (Siart et al., 2009). Figure 7a shows an example from the coastal region of Istron in eastern Crete where a dense grid of seismic refraction profiles was laid out close to the coast covering an area of 800 m by 400 m (Shahrukh et al., 2012). Seismic energy was created by striking a metal ground plate with a sledgehammer. For most of the seismic lines, seven shots were applied: three in the middle, two close to the edges of the lines and two far offset shots. The signals were recorded by geophones deployed at 10m intervals along the refraction profiles. The first arrivals were picked and a 3D seismic tomography algorithm was used to invert the travel times. The 3D velocity model of the area showed that the alluvial deltaic deposits (sand, gravel, silt, organic mud, clay) appear with an average velocity of 0.5 km/s. A saturated terrace deposit is registered with velocity of about 1.3-2.0 km/s and a layer composed of sandstone, mudstone and conglomerate is detected with velocities rang- © 2014 EAGE www.firstbreak.org ing from 2.0-2.7 km/s. The weather/fractured limestone and cohesive conglomerates are reconstructed with velocities ranging from 2.7-3.6 km/s while the cohesive limestone lies about 25-30 m below the surface (Figure 7b). Imaging ancient water management facilities Water resources management relies on the construction of efficient storing (e.g., cisterns, wells) and transportation (e.g., tunnels, Qanats, aqueducts) hydraulic construction works. Archaeological and historical records reveal the significance of the past water management techniques, which are also met in modern scientific branches of water resources. Extensive study of these ancient water management practices, especially within a regime of intense environmental and climatological challenges (e.g., droughts, floods), is extremely important in enriching the modern knowledge for the efficient management of the limited water resources. Such structures can be imaged through geophysical prospection methods testing at the same archaeological hypotheses of the past that have remained completely unexplored for years (e.g., Tsokas et al., 2001; Gorokhovich et al., 2014). Spanoudakis et al. (2011) used the GPR to map the locations of a small cistern and a well within the archaeological site of Aptera in western Crete (Figure 8). Conclusions and discussion In the past decade, Greek universities and research foundations have invested financial and human resources to enhance existing infrastructures with new instrumentation and educate young researchers specialized in archaeological prospection. The relevant research work meets the high international standards and in many cases exhibits innovative ideas that lead to specific archaeological methodological prospection sections (e.g., Papadopoulos et al., 2006). Within the next decade archaeological prospection in Greece will continue to face similar challenges arising from the accelerating pace of construction works and the increasing 77 special topic first break volume 32, August 2014 eo S IM at S R FO eS e R A TH rc h Near Surface Geoscience Figure 7 a) Layout of the geophysical grids, ERT lines and seismic refraction transects that have been completed during the geoarchaeological project in Istron at the easernt part of Crete. b) Velocity depth slices for the depths 10 m and 50 m below the ground surface. The cross-sectional velocity distribution along the dotted lines A and B is also presented (Shahrukh et al., 2012). Figure 8 a) Google Earth satellite image of the archaeological site of Aptera (eastern Crete). b) GPR section shows two main reflections at 10 and 14 m. c) The shape and the size of the high amplitude GPR anomaly is attributed to a cistern with diameter of 4 m (Image by Spanoudakis et al., 2011). G need to protect and promote cultural heritage. Despite the fact that most of the archaeological sites expand within environmental settings that impose specific difficulties for extensive geophysical surveying, the introduction of new generation multi-sensor geophysical instruments will provide a tool for the rapid assessment of agricultural regions that may host architectural relics. Novel multi-channel GPR array systems can result in high-resolution 3D subsurface images (Trinks et al., 2010). Specialized cart systems able to host a series of magnetic gradiometers that are pushed or towed behind a motorized vehicle can definitely change the perspective of landscape archaeology (Gaffney et al., 2012). Effort is also needed towards data processing and interpretation through the implementation of specialized algorithms for an automatic or semi-automatic recognition of structures based on specific predefined criteria. Fusion techniques can contribute to extracting the maximum information from multi-dimensional data sets captured from the same region (Karamitrou, 2012). In parallel to the above, the knowledge for offshore geophysical investigations can be modified and adjusted accordingly for imaging the coastal antiquities in shallow marine environments (Apostolopoulos, 2013; Tsourlos et al., 2013). The integration of geophysical prospection methods with satellite/aerial remote sensing and cultural databases within a 78 Geographical Information System platform will continue to play a substantial role not only in the detection of sites but also in the preservation, conservation and cultural resources management (CRM). The question that is raised is at what level the above will contribute to the construction of a sustainable management context which will incorporate policies in both cultural heritage conservation and regional economic growth. Whatever the case, it is certain that they will contribute to broadening and strengthening the cultural policy frameworks investing in this way for the archaeology of the future or to the future of archaeology (Sarris, 2005). Acknowledgements This review paper was compiled as part of the POLITEIA research project, Action KRIPIS, project No MIS-448300 (2013SE01380035) that was funded by the General Secretariat for Research and Technology, Ministry of Education, Greece and the European Regional Development Fund (Sectoral Operational Programme: Competitiveness and Entrepreneurship, NSRF 2007-2013)/ European Commission. References Apostolopoulos, G. [2012] Marine resistivity tomography for coastal engineering applications in Greece. Geophysics, 77, B97–B105. www.firstbreak.org © 2014 EAGE special topic first break volume 32, August 2014 Near Surface Geoscience Athanasiou, E., Tsourlos, P.I., Vargemezis, G.N., Papazachos, C.B. and Papadopoulos, N.G., Sarris, A., Salvi, M.C., Dederix, S., Soupios, P., Tsokas, G.N. [2007] Nondestructive DC resistivity surveying using flat Dikmen, U. [2012] Rediscovering the Small Theatre and Amphitheatre base electrodes. 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First EAGE Workshop on Well Injectivity & Productivity in Carbonates (WIPIC) Stay Connected with your Reservoirs! 30 March - 2 April 2015 – Doha, Qatar G Injectivity and productivity in carbonates have their unique set of challenges that are often fundamentally different from those in sandstones due, in particular, to complex rock characteristics, thermodynamic and geomechanical behaviours, chemistry of fluids and potential rock-fluid interactions. www.eage.org This first edition of this EAGE Workshop on Well Injectivity and Productivity in Carbonates (WIPIC) will bring together people from academia, applied R&D centres, service companies as well as national and international oil and gas companies to discuss the latest ideas and innovations relating to well performance in carbonates and field applications. The technical committee invites abstracts to be submitted under the following topics: 1. Formation Damage Prevention and Control 2. Condensate Banking 3. Matrix and Fracture Stimulation 4. Conformance 5. Water Injection 6. CO2/Acid Gas Injection 7. Connection to the Reservoir Call for Papers deadline 1 October 2014 WIPC15-V2H.indd 1 80 10-07-14 14:05 www.firstbreak.org © 2014 EAGE
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