Determining subsurface fracture characteristics from azimuthal resistivity surveys: A case study at Nsawam, Ghana

We conducted azimuthal resistivity surveys (ARS) using the square-array configuration to characterize the subsurface fractured rock mass at selected farmland sites in Nsawam District, Ghana. This study is the first of its kind in Ghana, and it provides useful information for future hydrological studies of the area, where groundwater is suspected to be contaminated as a result of the indiscriminate use of pesticides and fertilizers by local farmers. We estimate the fracture orientation, fracture porosity, and coefficient of anisotropy of the fractured rock mass at the selected sites from the azimuthal resistivity measurements; the specific surface area is estimated from field geological mapping of outcrops. High correlations exist between the specific surface area and the real and imaginary parts of the measured resistivity of the fractured rock mass. Fractures at localities with relatively high values of coefficient of anisotropy possess relatively high fracture porosity and relatively low specific surface area and are thus more likely to be intensely fractured and permeable. Results from this integrated geological and geophysical study indicate two dominant fracture directions in the study area, with other minor orientations that may influence groundwater and contaminant transport. The dominant orientations of the fracture systems at Kitase are northwest-southeast in the northern part and northeast-southwest in the southern part. At Amanfrom, the fractures are oriented northwest-southeast, and at Nsakye they are northeast-southwest. These sources of information from a noninvasive geophysical method are useful in assessing the transport properties of the fractured rock mass in the study area.

[1]  G. M. Habberjam THE EFFECTS OF ANISOTROPY ON SQUARE ARRAY RESISTIVITY MEASUREMENTS , 1972 .

[2]  J. Schön,et al.  Physical Properties of Rocks: Fundamentals and Principles of Petrophysics , 1996 .

[3]  S. A. Hagrey Electric study of fracture anisotropy at Falkenberg, Germany , 1994 .

[4]  G. Kesse,et al.  The mineral and rock resources of Ghana , 1985 .

[5]  L. Smith,et al.  Retardation of sorbing solutes in fractured media , 1994 .

[6]  R. Ritzi,et al.  Relation Between Anisotropic Transmissivity and Azimuthal Resistivity Surveys in Shallow, Fractured, Carbonate Flow Systems , 1992 .

[7]  G. M. Habberjam,et al.  The effect of structure and anisotropy on resistivity measurements , 1986 .

[8]  Fred Kofi Boadu,et al.  Predicting the transport properties of fractured rocks from seismic information: numerical experiments , 2000 .

[9]  F. P. Haeni,et al.  Use of a Square‐Array Direct‐Current Resistivity Method to Detect Fractures in Crystalline Bedrock in New Hampshire , 1995 .

[10]  J. Busby The effectiveness of azimuthal apparent‐resistivity measurements as a method for determining fracture strike orientations , 2000 .

[11]  Ron D. Barker,et al.  Differentiating anisotropy and lateral effects using azimuthal resistivity offset Wenner soundings , 1999 .

[12]  M. Matias Square array anisotropy measurements and resistivity sounding interpretation , 2002 .

[13]  Prediction of permeability of fissured tills , 1992, Quarterly Journal of Engineering Geology.

[14]  J. R. Schopper,et al.  Evaluation of transport and storage properties in the soil and groundwater zone from induced polarization measurements , 1996 .

[15]  M. Darot,et al.  From surface electrical properties to spontaneous potentials in porous media , 1996 .

[16]  Robert W. Taylor,et al.  Characterizing Jointed Systems by Azimuthal Resistivity Surveys , 1988 .

[17]  A. Bespalov,et al.  On the Relationship between Resistivity and Permeability Anisotropy , 2002 .