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Underground Water Exploration Using Electrical Resistivity Method in Edo State, Nigeria



M.O. Alile, S.I. Jegede and O.M. Ehigiator
 
ABSTRACT

A Geophysical exploration involving the use of vertical electrical sounding was carried out in a sedimentary environment to determine the suitability of the method for underground water studies. The Vertical Electrical Sounding (VES) was done using the schlumberger electrode array configuration and the schlumberger automatic analysis method of interpretation was adopted. The VES data were obtained from two sites in Edo state, Nigeria. The interpretation of the data showed that the total depth to the aquifer layer is 241.48 m (796.90 ft) and 229.13 m (756.13 ft), respectively. These values correlated with the value 206.1 m (680.00 ft) obtained from the geologic section of a nearby borehole. The high correlation between the VES results and the borehole values showed that the method is suitable for underground water exploration.

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  How to cite this article:

M.O. Alile, S.I. Jegede and O.M. Ehigiator, 2008. Underground Water Exploration Using Electrical Resistivity Method in Edo State, Nigeria. Asian Journal of Earth Sciences, 1: 38-42.

DOI: 10.3923/ajes.2008.38.42

URL: https://scialert.net/abstract/?doi=ajes.2008.38.42

INTRODUCTION

The advent of technology has made the quest for water for all purpose in life to drift from ordinary search for water to prospecting for steady and reliable subsurface or ground water from boreholes. In Nigeria, presently, borehole has rescued the citizenry from acute shortage of water. The geoelectric method has been found to be very reliable for ground water studies over the years. Asokhia et al. (2000), proposed a simple computer iteration technique for the interpretation of vertical Electrical Sounding. Pulawski and Kurht (1997), Zohdy et al. (1974) and Ujuanbi (2000) used this method to map clay deposit in a dual geological environment. This method was also used in the assessment of the ground water resources potentials within the Obudu basement, Okwueze (1996). Etu-Efeotor et al. (1998) carried out an assessment of the near surface underground water resources potential within the eastern Niger Delta. Olorunfemi et al. (1995) carried out a pre-drilling geophysical investigation for ground water development in the proterozoic basement of the northern rural part of Kaduna State. The total well depth of borehole installed at the Jehovah Witness Watchtower, Igieduma, is 680 ft (206.1 m).

This research therefore is centered on the used of vertical electrical sounding for underground water studies in a sedimentary environment.

THEORY

Ohms law provides the relationship between electric field and current density and it states that

(1)

Where:

σ = Conductivity (a constant)

For an isotropic medium, the conductivity will be a scalar quantity so that J and E will be in the same direction. For anisotropic medium, the conductivity is a tensor of second rank σij so that

(2)

The subscript i and j maybe any of the X, Y, or Z spatial directions. The basis of all resistivity prospecting with direct current is given by:

(3)

In the isotropic case Eq. 3 reduces to laplaces equation

(4)

For a horizontal earth model the solution to Eq. 4 according to Stefanesco et al. (1930) becomes

(5)

Where, J0 = is the zero order Bessel function of the first kind and θn, is called the kernel function which is a function of the thickness and reflection coefficient for an assumed earth model.

By differentiating Eq. 5, the Schlumbeger apparent resistivity over an n- layered earth becomes

(6)

Where, J1 is the first order Bessel function of the first kind.

The evaluation of this integral of Eq. 6 has been done in a number of ways. In this study we have adopted, Ghosh (1971) in which it is possible to determine a linear digital filter, which converts resistivity transform samples into apparent resistivity values for theoretical models.

MATERIALS AND METHODS

Vertical electrical sounding was carried out using schlumberger electrode configuration. The ABEM SAS 300B Tetrameter was used for the investigation in the two locations. The maximum current electrode spacing (AB/2) was 400 and 500 m for VES 1 and VES 2, respectively. The resulting sounding curves was interpreted using partial curve matching as well as computer iteration techniques (Res1-Dinverse or Schlumberger automatic analysis). This study was carried out in Edo state (Igieduma and Ehor) towards the end of June, 2006.

RESULTS AND DISCUSSION

The acquired data were processed and interpreted qualitatively and quantitatively by using curve matching techniques to generate the initial model for the computer interactive method of interpretation (Res1-Dinverse).

From the results as shown in the Fig. 1 and 2 with respect to Table 1a, b and 2a, b, seven geoelectric layers were encountered with resistivities as shown in the model parameters 1 and 2.The VES 1 curve is KH curve type with ρ1234 Asokhia (1995).

The VES 2 curve is also a KH curve type with ρ1234. The sixth layer for both model 1 and 2 with thickness 66.6 and 105 m, resistivities 8200 and 7350.00 Ωm, corresponds to a total depth of 241.48 m (796.90 ft) and 229.13 m (756.13 ft), respectively. In correlation with the lithologic log of an existing borehole data from a nearby borehole, total depth value of 206.1 m (680 ft). The VES results of both locations presents a high correlation of the presented values with an existing functional borehole. This study showed a clear support or confirmatory proof of the depth to aquifer in a sedimentary environment, in Edo state.

Fig. 1: Resistivity curve of VES 1

Fig. 2:

Resistivity curve for VES 2


Table 1a: Model parameter 1with RMS Error (%): 2.43

Table 1b: Observed (field) and computed (theoretical) data

Table 2a: Model parameter 2 with RMS Error (%): 2.47

Table 2b: Observed (field) and computed (theoretical) data

CONCLUSION

This research has shown that in a sedimentary environment, Vertical Electrical Sounding (VES) have proved to be very reliable for underground water studies and therefore the method can excellently be used for shallow and deep underground water geophysical investigations.

REFERENCES
Asokhia, M.B., 1995. Engineering Geology. Samtos Services Ltd., Lagos, Nigeria.

Asokhia, M.B., S.O. Azi and O. Ujuanbi, 2000. A simple computer iteration technique for the interpretation of vertical electrical sounding. J. Nig. Assoc. Math. Phys., 4: 269-269.

Etu-Efeotor, J.O., A. Michalski and E.J.I. Alabo, 1989. Investigation of surface ground water resource within the Eastern Niger-Delta. J. Mining Geol., 25: 51-54.

Ghosh, D.P., 1971. Inverse filter coefficients for the computation of apparent resisitivity standard curve for horizontal stratified earth geophysics. Prospectives, 19: 769-775.
CrossRef  |  

Okwueze, E.E., 1996. Assessment of the near surface ground water resource within the Niger Delta. Global J. Pure Applied Sci., pp: 210-221.

Olorunfem, M.O., M.A. Dan-Hassan and J.S. Ojo, 1995. On the scope and limitations of the electromagnetic method in groundwater prospecting in a Precambrian basement terrain-A Nigerian case study. J. Afr. Earth Sci., 20: 151-160.
CrossRef  |  Direct Link  |  

Pulawski, B. and K. Kurht, 1997. Combined use of resistivity and Seismic refraction methods in groundwater prospecting in crystalline area. Study Project, Kenya, pp: 33-55.

Stefanesco, S., C. Schlumberger and M. Schlumberger, 1930. On the distribution of electrical potentials surrounding the ground present in the field and plane horizontal, homogeneous and isotropic. J. Physique Padium Series, 7: 132-140.

Ujuanbi, O., 2000. Investigation of clay deposits in the Northern part of Edo State using the electrical resistivity methods. Ph.D. Thesis, Ambrose Alli University.

Zohdy, A.A.R., C.P. Eathon and D.R. Mabey, 1974. Application of surface geophysics to groundwater investigation. Tech. Water Resources Investigation. Techniques of water resources investigation of the United States Geological survey, United States Department of Interior Geological Survey Washington DC I19.13:1492, http://pubs.usgs.gov/twri/twri2-d1/pdf/twri_2-D1_b.pdf.

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