from the results of a single method can be removed by considering the results obtained by using a second method. For example, the reflections in a GPR survey due to the presence of a wall or a buried pipe could be similar (a hyperbole shaped reflection). By integrating the GPR survey with another EM survey, this ambiguity can be solved considering that relatively low conductivity values could be associated with the wall, while relatively high conductivity value could be associated to the buried pipe.
It is important to stress that, although an interpretation of the results of the, here described, EM methods requires relatively advanced mathematical treatments, initial information, as will be shown in the book, can be obtained from the simple observation of the acquired data.
More in general, the methodological characteristics of the EM techniques, leads to a number of advantages, as it follows:
High degree of horizontal resolution in mapping apparent electrical conductivity: data acquisition and management software to be interfaced with electro‐magneto meters, allowing the sampling frequency to vary. This allows for a very high number of data points to be collected while walking along pre‐selected acquisition alignments.
High degree of horizontal and vertical resolution in mapping EM reflection events.
Reducing the data acquisition time (i.e. the field work): As the EM method is based on the EM induction principle, no contact between sensors and the soil to be investigated is required, as normally happens for geoelectrical methods, where steel rods must be embedded on the surface of the field to be investigated in order for the current to be injected. This occurrence allows for the EM data to be collected while walking, or driving, or flying along acquisition lines pre‐defined within the survey area.
Survey cost reduction: due to the previous point, it follows that the data acquisition costs dramatically reduce, compared to other geophysical techniques to be deployed for the same purposes and over the same areas.
As for any geophysical technique, also EM methods shows some limitations:
Instruments calibration before each survey operation: measurements of the secondary EM fields due to the interaction between the Primary EM field generated by the transmitter coil and the subsoil, is performed through a ratio with respect to a reference signal. For this reason, a test EM measure over an area where no EM anomalies should be located, has to be done prior to the commencement of the actual survey.
Vertical resolution is limited in FDEM and TDEM: the electrical conductivity datum to be collected, refers to a volume of subsoil located at the medium point between the transmitter and the receiver, and it must be considered as an “apparent” conductivity datum.
Dynamic Range is reduced: as highlighted in McNeill (1980) for induced EM methods, when the subsoil shows very low electrical conductivity values (i.e. very resistive subsoil) it is rather difficult to induce electric current in the subsoil by the use of a electro‐magneto meter, capable to generate, in turn, eddy current large enough for a secondary magnetic field (induced) to be measured by a receiver coil with a dynamic range between 1 and 100 mS/m.
Some of the fields of applications allowing for the intrinsic properties of the EM to be enhanced along with their expected final results, are:
Mapping of saline water intrusion
Buried metallic utilities mapping
UXO mapping
Cavity search (under given subsoil conditions)
Utility mapping
Mapping of pollutants plumes
Mapping of un‐authorized landfill areas
Forensic geophysics
Archaeological geophysics
Buried metal search, in general
Mineral resource research.
Obviously, this is only a partial list of the potential application of the EM methods and may not be considerate complete; each geophysical measurement campaign should be designed and planned to take into account criteria strictly project specific and target oriented.
Throughout the book, an in‐depth view into the theory and application of four Electromagnetic geophysical techniques known as Ground Penetrating Radar (GPR), Frequency Domain Electromagnetic (FDEM), Time Domain Electromagnetic (TDEM) and Airbone Electromagnetic (AEM) shall be given. Also, each technique shall be considered in its general aspects related to economical, planning, and logistic aspects that are an integral part of the deploying activity on site.
As a further aspect that we attempt highlighting in this book, is that the output of each technique should/could be considered also in terms of its potential integration with the output of other source of information, collected either below the ground and above the ground, in a further effort of digitizing the global information describing the whole surrounding, in a common point cloud containing much information of a different nature, and for potentially different applications and use. This general concept takes place in what is nowadays known as Smart‐Cities, where many sources of information are collected by many sensors, analyzed together, and made available to stakeholders for the optimization, maintenance, and use of assets being part of a urban or industrial context.
More than 25 years of professional experience, collected in over 40 Countries world‐wide, for academic, research, professional, and industrial purposes, results in this manuscript that rather then enter into the deep details, aims at describing the optimal use of a limited number of geophysical techniques and its implementation to several application, demonstrating their flexibility.
REFERENCES
1 Parasnis, D.S. (1979). Principles of Applied Geophysics. Third edition, Chapman and Hall.
2 Sharma, P.V. (1997). Environmental and engineering geophysics. Cambridge University Press.
ACKNOWLEDGEMENTS
The authors are grateful and wish to offer thanks for their support, comments, suggestion, review, to:
Lara De Giorgi, Ivan Ferrari and Francesco Giuri, Institute of Heritage Science (National Research Council of Italy).
Alberto Bicci, President of IDS GeoRadar s.r.l. Part of Hexagon.
Vincenzo Sapia, Istituto Nazionale di Geofisica e Vulcanologia (RU Applied Geophysical Measurements Laboratory, Italy).
Andrea Viezzoli and Antonio Menghini, Aarhus Geofisica s.r.l.
Prof. Enzo Rizzo, University of Ferrara (Italy).
1 Introduction
The framework
