Groundwater aquifer detection using the electrical resistivity method at Ito Campus, Kyushu University (Fukuoka, Japan)

Abstract

An electrical resistivity survey was carried out using the pole–pole configuration around the Sayanokami spring area in the northern part of Ito Campus (Kyushu University, Fukuoka, Japan) to study the groundwater aquifer and its electrical characteristics. A Code Division Multiple Transmission (CDMT) system was used. The CDMT system transmits 24 currents simultaneously and measures 24 potential responses with monitoring of actual current waveforms. The system can inject current from multiple electrodes into the underground environment simultaneously using different individual current waveforms. The two-dimensional (2-D) inversion results of the electrical resistivity data indicate three layers from top to bottom, as follows: (a) a thin layer with a thickness of 3 m and a low resistivity (< 50 Ω m) representing topsoil; (b) a groundwater aquifer layer with an average resistivity between 50 and 170 Ω m and with a thickness ranging from 7 to 10 m, and (c) a highly resistive bedrock layer with resistivities higher than 200 Ω m and occupying depths from 15 m to the base of the model.

Introduction

Electrical resistivity methods are widely used for groundwater investigations (El-Qady and Ushijima 2001; Ghosh, 1971; Griffith and Rooney 1993; Loke et al. 2014; Telford et al. 1990). The electrical resistivity technique has many advantages: (i) its ease of use in the field; (ii) its ability to provide information on depths ranging from a few meters to hundreds of meters beneath the surface, and (iii) the availability of software for 2D and 3D interpretation. The electrical resistivity method can solve many hydrogeological issues, including (1) monitoring of industrial waste contamination or pollutants (Rockhold et al. 2020); (2) determination of the spatial extent of groundwater aquifers (Greggio et al. 2018); (3) estimation of hydraulic parameters of aquifers (De Clercq et al. 2020; Kazakis et al. 2016); (4) monitoring of aquifer recharge ponds (Sendros et al. 2020), and (5) characterization of seawater intrusions for coastal groundwater aquifers (Galazoulas et al. 2015; Niculescu and Andrei 2021).

There are two geophysical methods used for studying the electrical resistivity characteristics of groundwater aquifers. Electromagnetic methods can be used for detecting shallow and deep groundwater aquifers (McNeill, 1990). However, this method requires expensive equipment and must avoid cultural and industrial noise and power lines. Electrical methods include many techniques and configurations (arrays), can be used in areas with noise such as our study area, and are the most commonly used techniques for hydrogeological investigations.

On February 8 and 9, 2016, we conducted a geophysical electrical survey in the northern part of the Ito campus of Kyushu University (Fukuoka Prefecture, Japan) (Fig. 1). The objective of this geophysical electrical survey was to study the groundwater aquifer and its electrical characteristics around the Sayanokami spring area on the Ito campus and to understand the resistivity structure and distribution beneath the study area. A further goal was to determine the depth and thickness of the aquifer and saturated zone for future possible well drilling for groundwater extraction.

Fig. 1

Location of the study area in Japan

Outline of the survey area

The study area is located in the northern part of the new Ito campus of Kyushu University (Fukuoka, Japan). The electrical survey was carried out in February 2016. The area is characterized by a forested cover and topsoil composed mainly of clay. Geologically, the study area mainly contains Quaternary alluvial rocks, Cretaceous granodiorites, and Paleozoic metamorphic rocks (Fig. 2a) (Yamaguchi et al. 1984). In this area, granodiorite is widespread. However, the resistivity surveys (Fig. 2b) were conducted where alluvium of Quaternary age is exposed. Topographically, the study area is quite flat.

Fig. 2

a Geological map of the study area and locations of the electrical survey lines (Lines 1–3). b Google Earth map showing the locations of the electrical resistivity lines on the Ito campus (Kyushu University, Fukuoka, Japan)

Methodology

In this survey, we used the Code Division Multiple Transmission (CDMT) high-speed resistivity technique to infer the electrical resistivity distribution beneath the study area. The resistivity equipment consists of three parts: (1) the 24 channel amplifier (T_x), (2) the receiver (R_x), and (3) the power supply system (CMT 2019) (Fig. 3). To obtain the electrical resistivity values of the subsurface, we induced an electrical current in the ground through electrodes and measured the potentials (voltages) using other electrodes. From these electrical properties, we can infer the geological characteristics of the Earth’s subsurface.

Fig. 3

Photos of the CDMT equipment (transmitter and receiver)

CDMT is an application of a multi-access communication technique used for mobile phone communication networks. The system can inject current from multiple electrodes underground simultaneously using different individual current waveforms. The covariance between each pair of current wave forms is exactly zero. Only simple processing is necessary to obtain a potential response for individual current electrodes. The system consists of a multi-channel voltage signal generator controlled by a personal computer (PC), a voltage to current converter using a constant current circuit, and a multi-channel A/D converter for voltage measurement. The maximum voltage for transmission is ± 100 V, and the maximum current is ± 100 mA.

The CDMT instrument is designed for a pole–pole configuration (Fig. 4). The pole–pole array is represented by one potential and one current electrode. The potential and current electrodes are located far from each other. The pole–pole array is known for its very high horizontal resolution and broad depth range.

Fig. 4

A sketch showing the working concept of CDMT

The pole–pole configuration apparent resistivity formula is shown in Eq. (1) (Keller and Frischknecht 1996):

$$\rho_{a} = \frac{V}{I}\left( {2\pi a} \right).$$

(1)

For groundwater investigation, we used Archie’s law. Porous, water-bearing rocks or sediments may be ionic conductors in ground formations which are defined by Archie’s law, presented in Eq. (2) (Archie 1942):

$$\rho = a\emptyset^{ - m} f^{ - n} \rho_{w} ,$$

(2)

where ρ and ρ_w are the resistivities of the rock and the water; ϕ is the porosity; f is the volume fraction of pores containing water; a, m, and n are empirical constants; and 0.5 ≤ a ≤ 2.5, 1.3 ≤ m ≤ 2.5, and n is approximately 2.

After all the data were recorded in the field, the data were inverted in order to obtain the apparent electrical resistivity distribution beneath the study area. Due to the nature of geophysical data, the geophysical model may have problems with hidden or suppressed layers, non-uniqueness, equivalence, and lack of resolution in parts of the model. The dependence of apparent resistivities on subsurface parameters is generally described as a nonlinear, differentiable forward mapping, stated as a linearized approximation by the first term of the Taylor series expansion (Auken and Christiansen 2004):

$${\varvec{d}}_{obs} = {\varvec{g}}\left( {{\varvec{m}}_{ref} } \right) + {\varvec{G}}\left( {{\varvec{m}}_{true} - {\varvec{m}}_{ref} } \right) + {\varvec{e}}_{obs} ,$$

(3)

where g is the nonlinear mapping of the model to the data space, and d_obs is the observed data (apparent resistivities) with the corresponding error e_obs. The model vector, m, contains layer resistivities and layer thicknesses in the n-layer 1-D case:

$${\varvec{m}} = \left[ {\rho_{1} ,T_{1} ,\rho_{2} ,T_{2} , \cdots ,T_{n - 1,} \rho_{n} } \right],$$

(4)

while for 2D smooth inversion, with a cell-based resistivity model, it contains the cell resistivities,

$${\varvec{m}} = \left[ {\rho_{1} ,\rho_{2} , \cdots ,\rho_{n} } \right].$$

(5)

The true resistivity model, m_true, has to be sufficiently close to some arbitrary reference model m_ref for the linear approximation to be valid. The change of model parameters can be calculated by the following equation:

$$\user2{G\delta m}_{true} = \user2{\delta d}_{obs} + {\varvec{e}}_{obs} ,$$

(6)

where

$$\user2{\delta d}_{obs} = \left[ {{\varvec{d}}_{obs} - {\varvec{g}}\left( {{\varvec{m}}_{ref} } \right)} \right],$$

(7)

and

$$\user2{\delta m}_{true} = {\varvec{m}}_{true} - {\varvec{m}}_{ref} .$$

(8)

The Jacobian, G, contains the partial derivative of the residuals as follows (Auken and Christiansen 2004):

$${\varvec{G}}_{st} = \frac{{\partial {\varvec{d}}_{s} }}{{\partial {\varvec{m}}_{t} }} = \frac{{\partial \log {\varvec{d}}_{s} }}{{\partial \log {\varvec{m}}_{t} }} = \frac{{{\varvec{m}}_{t} }}{{{\varvec{d}}_{s} }}\frac{{\partial {\varvec{d}}_{s} }}{{\partial {\varvec{m}}_{t} }}.$$

(9)

The logarithm ensures positivity of the data and the model parameters. One of the objectives of the resistivity inversion is to find a resistivity model whose response (predicted data) provides the best fit to the measured data. The goodness of the fit may be characterized by the root mean squares (RMS) error in percent (%), defined as follows:

$$RMS = \sqrt {\frac{{\mathop \sum \nolimits_{i = 1}^{N} \left( {\frac{{d_{i}^{Pred} - d_{i}^{Meas} }}{{d_{i}^{Meas} }}} \right)}}{N}} \times 100,$$

(10)

where N is the total number of measurements, d^Pred is the predicted data, and d^Meas is the measured data. It is clear that the RMS error depends on the number of bad data points and their quality.

To construct a 3D inversion from resistivity data, we first need to calculate the forward solutions by solving this partial differential equation:

$$\frac{\partial }{{\partial_{x} }}\left( {\sigma \frac{\partial V}{{\partial x}}} \right) + \frac{\partial }{{\partial_{y} }}\left( {\sigma \frac{\partial V}{{\partial y}}} \right) + \frac{\partial }{{\partial_{z} }}\left( {\sigma \frac{\partial V}{{\partial z}}} \right) = I\left( {x,y,z} \right),$$

(11)

where V is the scalar electric potential, and I(x,y,z) is the electric current source term. The finite difference method with an elemental volume (Dey and Morrison 1979) was used to discretize the partial differential equation above. Dirichlet and mixed boundary conditions (Dey and Morrison 1979) were implemented. The matrix system was iteratively solved by a conjugate gradient (CG) method.

Geophysical inversion is known for its non-uniqueness. To address this problem, additional data and constraints should be employed to obtain an optimal model. Another solution requires developing a smooth inversion model. The objective function of the smooth inversion model is:

$${\varvec{S}}\left( {\varvec{m}} \right) = \left( {{\varvec{d}}_{obs} - g\left( {\varvec{m}} \right)} \right)^{{\text{T}}} {\varvec{W}}_{d} \left( {{\varvec{d}}_{obs} - g\left( {\varvec{m}} \right)} \right) + a \cdot {\varvec{m}}^{{\text{T}}} \user2{Rm,}$$

(12)

where a is a Lagrange multiplier and a smoothness factor. It determines the amount of model roughness imposed on the model during the inversion. W_d is a data weighting matrix, and R is a roughness operator. The smoothness model inversion algorithm was originally described in Constable et al. (1987) and deGroot-Hedlin and Constable (1990).

Results

The first stage in producing an electrical image is the construction of a pseudo-section. Each pseudo-section is a visual representation of unprocessed apparent resistivity values. It is useful to compare an inverted cross-section with the raw data to evaluate anomalies observed in the inversion. Figure 5 shows an example of a pseudo-section from Line 3. The pseudo-section contains two parts; the upper part is the measured pseudo-section, and the lower part is the calculated pseudo-section (Fig. 5).

Fig. 5

An example of a pseudo-section of Line 3

Figure 6 shows the inverted sections of resistivity data for the Ito campus.

Fig. 6

a Inverted section of data from Line 1 section A (0–200 m); b inverted section of data from Line 1 section B (120–240 m); c inverted section of data from Line 1 section C (240–360 m); d inverted section of data from Line 1 section D (360–480 m); e inverted section of Line 2, and f inverted section of Line 3

Discussion and conclusion

The study area is located on the Ito Campus of Kyushu University (Fukuoka, Japan) and includes a flowing water spring named the Sayanokami spring. To determine the depth to the groundwater aquifer and its thickness, an electrical resistivity survey was conducted in February 2016 using a multi-channel CDMT system. The detected aquifer is located in sedimentary rocks (Table 1).

Table 1 Resistivity of various types of water (Saad et al. 2012)

Groundwater contains various dissolved electrolytes, and it is ionically conductive, enabling electric current to flow into the ground. As a result, the availability of water can be determined by calculating the ground resistivity, taking into consideration the following properties:

• 1. Hard rocks with no pores or fractures, and dry sands devoid of water or clay, are extremely resistive, with resistivities of 10,000 to 50,000 Ω m.

• 2. Porous fractured rocks containing free-flowing water have resistivities that depend on the water’s resistivity and the rock’s porosity, ranging from 20 to 4000 Ω m.

• 3. An impermeable clay layer containing bound water has low resistivity, ranging from 1 to 50 Ω m.

• 4. Mineral ore bodies such as iron sulfides have very low resistivities because of their electric conductivity, usually lower or much lower than 1 Ω m.

Both porous and non-porous rocks act as insulation until they are dry. Resistance decreases with increasing pore water content. Unconsolidated objects have higher resistance than compacted objects of the same composition (Saad et al. 2012). Sedimentary rock has good conductance and lower resistance than igneous rock. Clay has higher conductivity than sand because of the occurrence of iron clusters on the surface of clay particles. Based on our resistivity survey results, it is easy to distinguish between the major rock and water-bearing zones.

The inverted sections of Line 1 clearly show a relatively thin layer of low-resistance materials, identified as topsoil (about 1 to 8 m thick in Fig. 6a–d), with a resistivity between 30 and 50 Ω m. This layer is probably a highly water-saturated and very conductive clay layer. Below this shallow layer, two different layers appear. The first layer has an electrical resistivity between 70 and 170 Ω m and represents the phreatic aquifer. The second layer is a resistive layer, with resistivities starting from around 300 Ω m and increasing with depth, and represents the bedrock.

For Line 2, the inversion results (Fig. 6e) show a relatively thin layer of highly resistive materials occurring as topsoil (about 2 m thickness) with a resistivity of more than 250 Ω m. Below this layer, a conductive layer exists from 3 to 8 m with a resistivity of 16 to 50 Ω m. Below this second layer, another layer is located at 8 to 18 m depth with resistivities between 50 and 150 Ω m, representing the aquifer layer. Under this aquifer layer, there is a resistive layer with resistivities higher than 200 Ω m representing the bedrock layer.

For Line 3, the inversion results (Fig. 6f) show a shallow phreatic aquifer from 7 to 15 m depth with resistivities between 70 and 150 Ω m, covered by a 10 m thick conductive layer. Below this aquifer layer, a resistive layer is located from 16 m depth to the bottom of the model. The resistivity of this resistive layer increases with depth and represents the bedrock.

In conclusion, the 2D inversion results from the pole–pole electrical resistivity array primarily delineated three electrical resistivity layers: (1) a shallow layer with low resistivity (< 50 Ω m) interpreted as topsoil; (2) a groundwater aquifer (50 Ω m to 170 Ω m), and (3) a highly resistive bedrock (> 200 Ω m). These results are important for future groundwater exploration in the study area and can help in localizing drilling water wells in this area. Understanding the lateral extent of the shallow groundwater aquifer and the depth to the water-saturated zone (aquifer) will minimize the costs and time required for drilling. Such investigations are recommended for any hydrogeological characterization studies.