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Use of the Inverse Slope Method for the Characterization of Geometry of Basement Aquifers: Case of the Department of Bouna (Ivory Coast)

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DOI: 10.4236/gep.2019.76014    130 Downloads   242 Views  

ABSTRACT

The inverse slope method (ISM) was used to interpret electric sounding data to determine the geoelectric parameters of the alteration zones (continuous media) and rocky environments (discontinuous environments) of the Bouna Department. Having both qualitative and quantitative interpretation, the inverse slope method (ISM) has the ability to determine the different geoelectric layers while characterizing their resistivities and true thicknesses. In the Bouna department, this method allowed us to count a maximum of four (4) geoelectric layers with a total thickness ranging from 12.99 m to 24.66 m. The alteration thicknesses calculated by the ISM in comparison with those measured in the boreholes showed a linear agreement of the coefficient of determination R2 = 0.8269 with the support of the Nash criterion which showed that this method gave thicknesses of alteration close to 76.76% of that obtained during the drillings.

1. Introduction

Water, a source of life, is not just a slogan, but rather a very important commodity in the daily life of the human being. To satisfy human consumption, groundwater is more desirable than surface water. This is justified by the fact that groundwater resources are protected from anthropogenic pollution. However, to access this underground resource, knowledge of the geology of the geological formations is necessary for a good choice of drilling sites. As a result, we used the technique of electrical sounding which is a vertical investigation to identify the different layers of the subsoil.

Despite the existence of catchment work (boreholes and wells), the localities of Bouna department are very often deprived of drinking water, especially during the dry season. This deprivation of drinking water is often caused by population growth and the effects of climate change. As a result, there is an increase in water requirements for various household uses. From this observation, it is undeniable that the satisfaction of people’s drinking water needs is closely linked to a better knowledge of aquifers.

However, the interpretation of these electrical survey data is done in situ and improved by expensive software that is not always available to develop country research institutes such as Côte d’Ivoire. Thus, the method of the inverse slope suggested by ( Sankarnaryan & Ramanujachary, 1967

The main objective of this study is to verify the efficiency of the inverse slope method (ISM) for the interpretation of electrical sounding data to determine the geoelectric parameters of geological structures in the basement area, crystalline of the department of Bouna.

2. General Information on the Area of Study

2.1. Presentation of the Study Area

The Bouna Department is located in the northeastern part of Côte d’Ivoire between longitudes 2˚36' and 4˚18' West and latitudes 8˚29' and 9˚48' North. It is administratively attached to the Zanzan District and the Bounkani Region. The city of Bouna which is the chief town of the region, is located 603 km north of Abidjan. It is one of the gateways to the Comoé National Park.

The department of Bouna covers an area of 15,380 km2 and is limited (Figure 1) ( CGES, 2016 ):

· in the east by the Ivorian-Ghanaian border and the black Volta;

· in the South, by the Bondoukou and Nassian Departments;

· in the West, by the Departments of Dabakala and Ferkessedougou;

· in the North, by the Departments of Doropo and Tehini.

2.2. Vegetation, Relief and Climate

The vegetation belongs to the Sudanese domain, in transition between the Sudanese sectors for the most part and the sub-Sudanese in the West, South and

Figure 1. Geographical location of the study area.

Southwest. The vegetation types of this area are: dry forest and/or wooded savannah, tree and/or shrub savannah and dry dense forest.

The relief is heterogeneous and consists of plateaus and mountains. The plateaux are inclined in the North-South direction ( Kouadio , 2013) and the altitudes are between 185 m and 339 m. However, from the South Center to the North Center, which is a ridge zone, the boundary between the Comoé and Black Volta watersheds is at altitudes between 339 m and 570 m

The climate is tropical transitional ( UNEP-GEF Volta Project, 2008 ) or Sudanese climate. There are two well-differentiated seasons between equatorial and hot desert type climates. The average temperature varies between 28˚C (February, March and April) and 24˚C (August). The maximum temperature varies from 27˚C to 35˚C and the months of February and March are the hottest months of the year with an average of 28˚C.

2.3. Geological and Hydrogeological Contexts

Located in the Paleoproterozoic domain, the geological formations of the Bouna Department were structured during the eburnian orogeny. Thus, the geological formations are marked by an alternation of lower Proterozoic complex, birimian and antebirimian series ( Figure 2).

· The lower Proterozoic complex is represented by all the orogenic plutons, the concordant and discordant granitoids.

· The Birimian series includes volcano-sedimentary and filling formations.

· The antebirimian or Archean consists only of migmatites.

From a hydrogeological point of view, two types of aquifers are distinguished: aquifers of alterites and aquifers of fissures. Alterites are formations that result from physico-chemical alteration and erosion of the source rock. Located above the crystalline and crystallophyllian basement, these alterite reservoirs are composed of clayey sand and granitic arena. The alterites of granular formations consist of clays, sands, sandy clays and lateritic clays.

Basement aquifers develop in areas of alteration and/or fissured granites. They are protected against seasonal fluctuations and most types of pollution. These reservoirs are exploited by catchment works (wells and boreholes) to meet the daily needs of the population. The formation possibilities of these reservoirs are related to the density of the rupture of these reservoirs (Savadogo, 1984; Biemi, 1992).

Figure 2. Geological map of the study area (Tagini, 1971).

3. Materials and Methods

3.1. Data and Materials

For the realization of this study, we used a resistimeter of Syscal Pro type of Iris Instruments. It allows the realization of the techniques of electric drag as well as those of electrical sounding. It has a screen and a digital control board. However, its use for geophysical prospecting is conditioned by the combination of several useful devices and accessories. These are: a 12-volt battery, an amplifier of 200 to 1000 volts, twelve (12) stainless steel electrodes, four (4) coils of electric cable, a compass, a GPS, pliers, two (2) decametres, two (2) hammers and electrical wires.

In the study environment twenty-one (21) electrical soundings were performed. These resulted in the installation of 21 boreholes for the supply of the localities of the department of Bouna.

3.2. Collection of Data

Measuring the resistivity of a structure is done by injecting electric current into it, by means of two injection or emission electrodes (A and B) and by measuring the difference of potential created by the passage current by means of two other measuring or receiving electrodes (M and N) (Same, 1999; Chapellier, 2001; Marescot, 2004; Baltassat et al., 2005; Bakkali & Amrani, 2006; Collot, 2010; Sombo, 2012; Coulibaly, 2014). This measurement is based on a quadrupole device (AMNB) (Figure 3). Since the laws governing electrical phenomena are linear, it is possible to add algebraically the potentials created by current sources (A and B). This measurement is attributed to the center of the device (generally at the center of the electrodes M and N), although it actually concerns a volume of soil depending on the distance between the electrodes and their implantation geometry. The apparent resistivity of the subsoil is written:

ρ a = k × Δ V M N / I (1)

with: ρ a : apparent resistivity in Ohm∙m or Ω∙m;

Figure 3. Principle of measurement of the apparent resistivity of the subsoil using a quadripole device (Clark & Page, 2011).

Δ V M N potential difference created in volts or millivolt;

I: intensity of current in ampere or milliamperes;

K: geometric factor that is written:

k = 2 π × ( 1 / A M 1 / B M 1 / A N + 1 / B N ) 1 (2)

In our study, the Schlumberger quadrupole device was used for the realization of vertical electrical soundings. Its principle was to vary the distances of the current injection electrodes (A and B) for electrode distances (M and N) of constant potentials. These vertical electrical soundings are made with distances (AB/2) ranging from 1 to 150 m and MN/2 from 0.75 to 10 m.

3.3. Inverse Slope Method (ISM)

Some empirical, analytical and numerical methods have been developed to determine the resistivity of different subterranean formations (Tagg, 1934; Mooney & Wetzel, 1956; Orellana & Mooney, 1966; Ghosh, 1971; Patra & Nath, 1999; Mondal et al., 2008). In the meantime, Sankarnaryan & Ramanujachary (1967) have shown that the field equation can be directly solved to obtain the resistivities and thicknesses of the subsurface layers from the field data. They suggested a method for identifying underground formations by studying variations in electrical parameters. This is the inverse slope method (ISM).

This method was originally proposed for the interpretation of data from the Wenner survey. According to this approach, the inverse of the resistance graph (1/R) is first constructed as a function of the inter-electrode distance “a”. Then, from the points defining this graph, we identify segments of lines. Each segment represented a layer and the intersections of the segments correspond to the depths of the layers.

In this work, we have adapted this method to the electrode configuration of the Schlumberger device because it depends on the arrangement of the electrodes A, B, M and N.

From the apparent resistivity data ρa and measured AB/2 distances, arithmetic-scale graphs were constructed using the Excel software. We have reported on the abscissa the half distance AB/2 and on the ordinate the ratio of the half distance on the apparent resistivity (AB/2/ρa). These graphs allowed us to generate line segments joining various points (Figure 4). Thus, each segment represented a layer with a linear equation, hence the number of segments equals the number of layers revealed in the survey area and the intersections of these segments indicated the depths of the interfaces between the underground layers on the X-axis (Sanjiv, 2010). On the other hand, the inverse of the slope of the equation of a segment gave directly the true resistivity of the layer and the intersections of the projected segments on the X-axis were multiplied by 2/3 to obtain the depths of the interfaces.

For the determination of true resistivity values and layer thicknesses, the procedure to be followed was as follows:

· Case of layer 1: determination of ρ1 and H1

Figure 9. Graph of the inverse slope method according to the Schlumberger device.

The first segment had a line of equation y 1 = a 1 x + b 1 . This equation had a slope that is equal to a1. However the true resistivity is the inverse of this slope, so

ρ 1 = 1 / | a 1 | . (3)

For the determination of H1, we notice that in x1, at the intersection of the segments of layers 1 and 2, the equations y1 et y2 equalize (y1 = y2), hence a 1 x 1 + b 1 = a 2 x 1 + b 2 , we have H1 = x1 and the equation that calculates H1 is (4).

H 1 = ( ( b 2 b 1 ) / ( a 1 a 2 ) ) × 2 / 3 (4)

with: a 1 and a 2 : represent the slopes of segments 1 and 2; b 1 and b 2 : are constants of the respective equations y1 and y2.

· Case of layer 2: determination of ρ2 and H2

As in the previous case, the resistivity value is the inverse of the slope of the layer 2 segment. So the true resistivity of the second layer is:

ρ 2 = 1 / | a 2 | . (5)

At the intersection of the segments of layers 2 and 3, y2 = y3, where a 2 x 2 + b 2 = a 3 x 2 + b 3 . So in x2, H2 is determined by (6).

H 2 = ( ( b 3 b 2 ) / ( a 2 a 3 ) ) × 2 / 3 (6)

with: a 2 and a 3 : represent the slopes of segments 2 and 3; b 2 and b 3 : are constants of the respective equations y2 and y3.

· Case of layer 3: détermination of ρ3 and H3

In the same principles as the previous calculations, the values of ρ3 and H3 are determined by (7) and (8)

ρ 3 = 1 / | a 3 | (7)

H 3 = ( ( b 4 b 3 ) / ( a 3 a 4 ) ) × 2 / 3 (8)

with: a 3 and a 4 : represent the slopes of segments 3 and 4; b 3 and b 4 : are constants of the respective equations y3 and y4.

In general, after having determined the straight line equations for each layer, the following formulas allowed us to calculate the values of the true resistivities and the depths of the layer interfaces.

True resistivity ρ n

ρ n = 1 / | a n | (9)

Depths of the interfaces of the layers H n

H n = ( ( b n + 1 b n ) / ( a n a n + 1 ) ( b n b n 1 ) / ( a n 1 a n ) ) × 2 / 3 (10)

where n indicates the number of the segments ( n = 1 , 2 , 3 , etc.)

In the case of the first segment, the value of the first thickness of the layer is equal to the value of the first intersection of the projected segments on the X-axis. So H1 is equal to x1 (H1 = 2x1/3) of (3).

3.4. Optimization Criterion Function

he alteration thicknesses are estimated from the interpretation of electric sounding data by the inverse slope method. The results of the calculated thicknesses of alterites will be compared with the results of the thicknesses of deterioration of the drillings in order to verify the degree of reliability of these methods of interpretation. The criterion function chosen is that proposed by Nash & Sutclife (1970). This criterion based on the mean squared error is very commonly used as an objective function (Coulibaly, 2014). The criterion function or numerical criterion is the numerical object of reference during the calibration (automatic or manual) of a model. This function must tend to a given value (minimum, maximum or constant) when the calculated values tend towards the observed values. It is defined by (11).

Nash = 100 × ( 1 ( ( i = 1 n ( E A i O b s E A i C a l ) 2 ) / ( i = 1 n ( E A i O b s E A i C a l ) 2 ) ) ) (11)

with: EAiObs: Thickness of alteration observed;

EAiCal: Thickness of alteration calculated or simulated;

EAOmoy: Mean thickness of alteration observed.

The performance of the model is judged according to the values taken by the Nash criterion (Yao et al., 2007):

· Nash ≥ 90%: the model is excellent;

· 80% < Nash < 90%: the model is very satisfactory;

· 60% < Nash < 80%: the model is satisfactory;

· Nash < 60%: the model is bad.

The model is considered efficient when the calculated thicknesses are close to the observed thicknesses, that is to say when the value of the Nash criterion is close to 100%.

A Nash criterion of less than 60% is the indication of a faulty model (Bodian et al., 2012). This implies that it does not give a satisfactory concordance between the observed and simulated thicknesses.

4. Results and Discussion

4.1. Interpretation of Geoelectric Data

Figure 5 presents a graph relating to the electrical sounding conducted in the locality of Bipirdouo. This graph highlighted three (3) geoelectric layers materialized by distinct segments.

The first layer has an equation of y 1 = 0.0284 x 0.0421 , it allowed us to determine the first true resistivity (ρ1) of 35.21 Ω∙m and a thickness (H1) of 9.21 m. For the second right layer of equation y 2 = 0.0066 x + 0.2591 , the true resistivity (ρ2) is 151.52 Ω∙m and its thickness (H2) is 11.44 m. Finally, the third layer of equation y 3 = 0.0016 x + 0.5131 , gave us a true resistivity (ρ3) of 625 Ω∙m with an infinite thickness.

Figure 5 showed us that the interface between the alterite and granitic media was the intersection of the last and second last layers. By summation of the calculated thicknesses (H1 + H2), the boundary between the alterites and the granitic medium was 20.65 m deep.

· Case of the locality of Dasseho

As in the locality of Bipirdouo, Figure 6 shows the interpretative graph corresponding to the electric sounding of the locality of Dasseho.

The graph in Figure 6 has allowed us to count four (4) geoelectric layers that are each represented by segments. In the same order of the description of Figure 5, the true resistivity values (ρ) and the thicknesses (H) of the layers are:

Layer 1: Equation right y 1 = 0.0489 x 0.0078

ρ 1 = 20.45 Ω m H 1 = 4.54 m

Layer 2: equation right y 2 = 0.0147 x + 0.225

Figure 5. Interpretation graph of the Bipirdouo electrical sounding.

ρ 2 = 68.03 Ω m H 2 = 9 m

Layer 3: Equation right y 3 = 0.0069 x + 0.3834

ρ 3 = 144.93 Ω m H 3 = 10.7 m

Layer 4: Equation right y 4 = 0.0005 x + 0.6161

ρ 4 = 2000 Ω m H = infinite

After determining the true resistivities and the thicknesses of each layer, it follows that the total thickness of alteration is 24.24 m. This value represents the depth at which the alteration zone is in contact with the granite.

· Case of the locality of Garankodouo

In the same order as the locations above, we have enumerated two (2) geoelectric layers that are represented by segments (Figure 7). The values of the true resistivities (ρ) and thicknesses (H) of these layers are:

Layer 1: Equation right y 1 = 0.0143 x 0.0236

Figure 6. Interpretation graph of the Dasseho electric sounding.

Figure 7. Graphique d’interprétation du sondage électrique de Garankodouo.

ρ 1 = 69.93 Ω m H 1 = 18.67 m

Layer 2: Equation right y 2 = 0.0006 x + 0.3936

ρ 2 = 1666.67 Ω m H2 = infinite

The total alteration thickness of this locality is estimated at 18.67 m.

The other results of the inverse slope method are given in the Appendix section (Appendix 1 and Appendix 2) and the number of geoelectric layers in the study area varies from two (2) to four (4) horizons.

4.2. Descriptive Study of the Thicknesses of Alterites of Boreholes and Those of Vertical Electrical Sounding

In the department of Bouna, the surveyed localities benefited from twenty-one (21) vertical electrical soundings which favored implantation of twenty-one (21) boreholes.

The descriptive analysis of the results of the thicknesses of alterite show that they vary from 6.2 m to 40.74 m with an average of 22.69 m for drilling and from 12.99 m to 38.20 m with an average of 24.66 m for electrical soundings (Table 1).

This figure shows that the results of the thicknesses of alterites measured and calculated by the inverse slope method are in the same class order with a margin of error of 8.68% on the mean.

EA alteration thicknesses are grouped into classes of 10 m intervals. Thus, we note that the alteration thicknesses into classes of 10 m intervals drilling and the inverse slope method are dominated by the EA class of 20 - 30 m delimited by red discontinuous lines (Figure 8). This dominance of the class 20 - 30 m results

Table 1. Descriptive analysis of the thicknesses of alterite (EA).

Figure 8. Graph illustrating the ranges of the most representative alteration thicknesses.

in percentages of 48% for the thicknesses of alteration of the drillings and 52% for those of the method of the inverse slope.

4.3. Relationship between the Measured Thicknesses of Alterites and Those Calculated by ISM

The knowledge of the alteration thickness is a determining criterion in the implantation of water wells because it allows us to identify the depth of the interface between the alteration zones and the granitic basement. Thus a study on the relationship between the alteration thickness calculated from electrical soundings by the inverse slope method (ISM) and that measured at the end of drilling was made.

Figure 9 shows that a linear relationship of coefficient of determination R2 = 0.8269 exists between the calculated and the measured alteration thicknesses. This good correlation is confirmed by the value of the Nash criterion of 76.76%. This result of the Nash criterion justifies that the model is satisfactory, which means that the thicknesses of alterations calculated by the inverse slope method are close to 76.76% of those observed in the water drilling.

Despite the good correlation between calculated and measured thicknesses, there are, however, absolute errors in the results of the inverse slope method. Of the twenty-one (21) holes, we observed 8 drill holes with errors on the values of the calculated alteration thicknesses greater than 0.1 (Figure 10). These high errors corresponded to overestimated calculated alteration thicknesses compared to those measured during drilling.

4.4. Discussion

The prediction of the exact number of geoelectric layers and their thicknesses is a determining factor in the location of aquifers for drilling sites.

The interpretation of the electric sounding data by the inverse slope method gave a satisfactory result that was close to 76.76% of the corresponding drill hole

Figure 9. Relationship between the measured and calculated thicknesses of alterite.

Figure 10. Absolute error tainted on the calculated thicknesses compared to those measured.

results. For a confirmation of the Nash value, the coefficient of determination of R2 = 0.8269 resulting from the relationship between the calculated thicknesses and those measured during the drillings justifies the good estimation of the thicknesses of the alterites by the inverse slope method. These results are consistent with those of Sanjiv (2010) and Aditya (2012) work at various sites in India and also with Asfahani (2016) in the phosphate sedimentary environments of the Al-Sharquieh mine in Syria.

In these same analyzes of the results of calculated and measured alteration thicknesses, the error rates observed between the calculated and measured alteration thicknesses are due to the fact that the geophysicist and the driller have a different way of approaching the geological formations of the subsoil. Indeed, from a geophysical point of view, the cracked fringe of bed-rock is an integral part of the conductive arenic level and the base consists exclusively of the underlying “compact” resistant zone (Savadogo, 1984; Dieng et al., 2004). On the other hand, the driller observes rather the cuttings pushed back from the drillings and the speed of advancement of the “hammer bottom of hole” to appreciate the different thicknesses/depths and natures of the geological formations crossed. These findings on the differences between calculated and measured alteration thicknesses were found in the research work of Coulibaly (2014) in the Tanda region and Kouassi et al. (2017) in the Nassian and Sominassé sub-prefectures. However, these gaps are not large enough to challenge the results of the inverse slope method, as this overestimation of alteration thicknesses does not have a significant influence on the implantation of water wells. Thus, the inverse slope method allows us to make qualitative and quantitative interpretations of electrical soundings. These interpretations are indicators in the choice of geophysical sites.

5. Conclusion

Finally, the results of interpretation of electrical soundings by the inverse slope method allowed us to count four (4) geoelectric layers and also showed that the thicknesses of alteration thicknesses are in the range of 12.99 m to 24.66 m. Thus by comparing the calculated thicknesses of alteration thicknesses and those measured in the boreholes, the finding is that there is a concordance between them with a margin of error of 8.68% on the average. This is justified by a good linear relationship between the calculated EAs and measured EAs, with a Nash criterion that has shown that the inverse slope method is an acceptable model for interpretations of electrical sounding data.

As a result, thanks to its simplicity and easy implementation, the inverse slope method (ISM) allowed us to obtain quantitative results (true resistivities and thicknesses of the different layers) and qualitative results (the determination of the exact number of layers of the subsoil). Consequently, ISM can be complemented by the geophysicist with the other methods of interpretation of electrical soundings for a more detailed search of the geoelectric parameters of the geological structures in a crystalline basement zone.

Acknowledgements

This research was supported by the Hydrogeology Research Group of the Geosciences and Environment Laboratory at Nangui Abrogoua University in Abidjan, Ivory Coast. The constructive and valuable comments of the anonymous readers and the Editor-in-Chief of the Journal are greatly appreciated. The authors also thank Mr. Assoué Sylvestre KOUADIO for providing the drilling database.

Appendix

Appendix 1: Summary of the Results of the Inverse Slope Method

Appendix 2: Following Results of the Inverse Slope Method

Conflicts of Interest

The authors declare no conflicts of interest.

Cite this paper

Bouadou, R. , Kouassi, K. , Kouassi, F. , Coulibaly, A. and Gnagne, T. (2019) Use of the Inverse Slope Method for the Characterization of Geometry of Basement Aquifers: Case of the Department of Bouna (Ivory Coast). Journal of Geoscience and Environment Protection, 7, 166-183. doi: 10.4236/gep.2019.76014.

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