Hamed Aber 1 : Islamic Azad University, Science and Research branch, Tehran, Iran. Mir Sattar Meshin chi asl 2 :

Similar documents
Anomaly effects of arrays for 3d geoelectrical resistivity imaging using orthogonal or parallel 2d profiles

CHARACTERIZATION OF SOIL PROFILE OF DHAKA CITY USING ELECTRICAL RESISTIVITY TOMOGRAPHY (ERT)

High Resolution Time-domain Induced Polarization Tomography with Merging Data Levels by Two Different Optimized Arrays for Slope Monitoring Study

Resolution of 3-D Electrical Resistivity Images from Inversions of 2-D Orthogonal Lines

Geophysical Investigation of the Old Gaborone Dumpsite, Botswana SHEMANG, E M; MOLWALEFHE, L; CHAOKA, TR; MOSWEU E; NONDO, M

Two and Three-Dimonsional ERT Modelling for a Buried Tunnnel

Two-dimensional Inversion of Resistivity and IP Data with Topography

Electrical prospecting involves detection of surface effects produced by electrical current flow in the ground.

Relevance of 2D Electrical Imaging in Subsurface Mapping: Case Study of National Animal Production Research Institute (NAPRI), Zaria.

Two-dimensional imaging properties of DC geoelectric arrays using numerical and analogue modelling

Available online Journal of Scientific and Engineering Research, 2018, 5(10): Research Article

4.6 DC resistivity and IP field systems, data processing and interpretation

Scholars Research Library

Application of 2D Electrical Resistivity Imaging Technique for Engineering Site Investigation

APPLICATION OF ELECTRICAL RESISTIVITY TOMOGRAPHY FOR SAND UNDERWATER EXTRACTION

Geology 228/378 Applied and Environmental Geophysics Lecture 6. DC resistivity Surveys

2D Resistivity Imaging Investigation of Solid Waste Landfill Sites in Ikhueniro Municipality, Ikpoba Okha Local Government Area,Edo State, Nigeria.

1. Resistivity of rocks

KARST MAPPING WITH GEOPHYSICS AT MYSTERY CAVE STATE PARK, MINNESOTA

MOUNT POLLEY MINING CORPORATION TECHNICAL REPORT ON MULTI-ELECTRODE RESISTIVITY AND SEISMIC REFRACTION SURVEYS MOUNT POLLEY TAILINGS DAM PROJECT

A Case Study of High-Resolution Gravity and Wenner-Schlumberger Resistivity for Geotechnical Engineering: An Example from North Jordan

Groundwater Sustainability at Wadi Al Bih Dam, Ras El Khaimah, United Arab Emirates (UAE) using Geophysical methods

Case Study: University of Connecticut (UConn) Landfill

The Preliminary Study of Meteorite Impact Crater at Bukit Bunuh, Lenggong

Lima Project: Seismic Refraction and Resistivity Survey. Alten du Plessis Global Geophysical

Geophysics Course Interpreting DC Resistivity Data

Azimuthal Resistivity to Characterize Fractures in a Glacial Till. Mark Boris, University of Saskatchewan Jim Merriam, University of Saskatchewan

Geoelectrical Monitoring for Mapping of Gas and Water Migration in Landfills

First Technical Report Geophysical experiments near Kajiado town

NGU Report Resistivity Modelling of Fracture Zones and Horizontal Layers in Bedrock.

Coal Layer Identification using Electrical Resistivity Imaging Method in Sinjai Area South Sulawesi

Received 12 February 2010 Accepted 25 March Abstract. Keywords: sounding resistivity, gem-bearing gravel layer, Wenner, Schlumberger

EXTREMELY FAST IP USED TO DELINEATE BURIED LANDFILLS. Norman R. Carlson, Cris Mauldin Mayerle, and Kenneth L. Zonge

GPR profiling and electrical resistivity tomography for buried cavity detection: a test site at the Abbaye de l'ouye (France)

2-D Resistivity Study: The Horizontal Resolution Improvement by Introducing the Enhancing Horizontal Resolution (EHR) Technique

MT Prospecting. Map Resistivity. Determine Formations. Determine Structure. Targeted Drilling

LIST OF FIGURES APPENDICES

Surface and borehole electrical resistivity tomography

ACCURATE SUBSURFACE CHARACTERIZATION FOR HIGHWAY APPLICATIONS USING RESISTIVITY INVERSION METHODS

Geophysics for Environmental and Geotechnical Applications

IMAGING OF DEEP SINKHOLES USING THE MULTI-ELECTRODE RESISTIVITY IMPLANT TECHNIQUE (MERIT) CASE STUDIES IN FLORIDA

B029 2D and 3D Resistivity Imaging in an Investigation of Boulder Occurrence and Soil Depth in Glacial Till

Appendix B: Geophysical Data (Thesis Appendix, 2013)

Resistivity survey at Stora Uppåkra, Sweden

ASSESSMENT OF SLOPE STABIILITY IN OPEN PIT MINES IN CORRELATION OF SPECIFIC ELECTRICAL RESISTANCE IN ROCKS

Geophysical techniques for investigating shallow and deep landslides: results in the framework of PREVIEW project (FP6 UE)

An Assessment of Electrical Resistivity Soundings Data by Different Interpretation Techniques

CONTENTS 1. INTRODUCTION. 2. THE D.C. RESISTIVITY METHOD 2.1 Equipment 2.2 Survey Procedure 2.3 Data Reduction

Geoelectrical and IP Imaging Used for Pre-investigation at a Tunnel Project. Danielsen, Berit Ensted; Arver, Henrik; Karlsson, T; Dahlin, Torleif

RESISTIVITY IMAGING AND BOREHOLE INVESTIGATION OF THE BANTING AREA AQUIFER, SELANGOR, MALAYSIA. A.N. Ibrahim Z.Z.T. Harith M.N.M.

Vertical electrical sounding (VES) for subsurface geophysical investigation in Kanigiri area, Prakasam district, Andhra Pradesh, India

The Use of Vertical Electrical Sounding (VES) for Subsurface Geophysical Investigation around Bomo Area, Kaduna State, Nigeria

Investigation of shallow leakage zones in a small embankment dam using repeated resistivity measurements

Geoelectricity. ieso 2010

Combination of ID laterally constrained inversion and smooth inversion of resistivity data with a priori data from boreholes

Optimizing Geophysical Inversions for Archean Orogenic Gold Settings

2-D RESISTIVITY IMAGING SURVEY FOR WATER-SUPPLY TUBE WELLS IN A BASEMENT COMPLEX: A CASE STUDY OF OOU CAMPUS, AGO-IWOYE SW NIGERIA

SEISMIC RADAR AND ELECTRICAL TECHNIQUES FOR WASTE DISPOSAL ASSESSMENT. M. Pipan, G. Dal Moro, E. Forte & M. Sugan

3D Electrical Resistivity Tomography (ERT) Survey of a Typical Basement Complex Terrain

Adebayo O. Ojo, M.Sc. 1* and Martins O. Olorunfemi, Ph.D *

Short guide for resistivity and induced polarization tomography

S.I. Fadele, M.Sc. 1 ; P.O. Sule, Ph.D. 1 ; and B.B.M. Dewu, Ph.D * ABSTRACT

Geophysics Course Introduction to DC Resistivity

Anisotropic 2.5D Inversion of Towed Streamer EM Data from Three North Sea Fields Using Parallel Adaptive Finite Elements

Main Menu. Douglas Oldenburg University of British Columbia Vancouver, BC, Canada

A case study of crystalline limestone intrusion and fault zone identication using 2d eri technique in Ramco cements, pandalgudi mines, Tamilnadu

18577 Repeated Electrical Resistivity Tomographies in a CALM Site in Livingston Island, Maritime Antarctica

Construction Of 2-D Electrical Resistivity Field To Characterize The Subsoil In North-Eastern Part Of Alimosho Area Of Lagos State, Nigeria.

C5 Magnetic exploration methods data analysis techniques

High Resolution Time-lapse Resistivity Tomography with Merging Data Levels by Two Different Optimized Resistivity Arrays for Slope Monitoring Study

B7 Applications of DC resistivity exploration

Geoelectrical characterization for liquefaction at coastal zone in South Aceh

Embankment dam seepage assessment by resistivity monitoring

GEOPHYSICAL SITE CHARACTERIZATION IN SUPPORT OF HIGHWAY EXPANSION PROJECT

Electrical imaging techniques for hydrological and risk assessment studies

A comparison of smooth and blocky inversion methods in 2-D electrical imaging surveys

Tu 23P1 06 Mapping Possible Flowpaths of Contaminants through Surface and Cross-borehole Spectral Timedomain Induced Polarization

Case Study: Shallow Subsurface Geology Mapping Using 2-D Resistivity Imaging with EHR Technique

2-D Resistivity Imaging in Taiping, Perak, Malaysia

Geophysical Exploration in Water Resources Assessment. John Mundell, P.E., L.P.G., P.G. Ryan Brumbaugh, L.P.G. Mundell & Associates, Inc.

PROCEEDING, SEMINAR NASIONAL KEBUMIAN KE-8 Academia-Industry Linkage OKTOBER 2015; GRHA SABHA PRAMANA

M. Cushing 1, A. Revil 2,3, C.. Gélis 1, D. Jougnot 3, F. Lemeille 1, J. Cabrera 1, A. De Hoyos 1, M. Rocher 1. Introduction

Applied Geophysics for Environmental Site Characterization and Remediation

Advanced processing and inversion of two AEM datasets for 3D geological modelling: the case study of Spiritwood Valley Aquifer

ELECTRICAL RESISTIVITY TOMOGRAPHY

Geophysical Investigation of Foundation Condition of A Site in Ikere- Ekiti, Ekiti State, South-Western Nigeria

Assessment of heterogeneity of an internal structure of an earth-fill embankment with 2-D resistivity survey

Application of joint inversion and fuzzy c-means cluster analysis for road preinvestigations

Characterization of the geology and subsurface crystalline limestone mining using 2D ERI at Puthur Mines, Tirunelveli, Tamilnadu

International Journal of Scientific & Engineering Research, Volume 7, Issue 3, March ISSN

Resistivity & IP methods

DC Resistivity Investigation of Anisotropy and Lateral Effect using Azimuthal Offset Wenner Array. a case Study of the University of Calabar, Nigeria

Geophysics foundations: Seeing underground: Introduction

1D and 2D Inversion of the Magnetotelluric Data for Brine Bearing Structures Investigation

Electrical Resistivity Survey for Delineating Seawater Intrusion in a Coastal Aquifer

USE OF GEOPHYSICAL SURVEYS FOR FILL CHARACTERIZATION AND QUANTITY ESTIMATION AT BROWNFIELD SITES A CASE HISTORY. Abstract

2D DC Resistvity Data Interpretation Using Analytical Signal Approach

Integration of Surface Seismic Data with Geo-electric Data

Achieving depth resolution with gradient array survey data through transient electromagnetic inversion

Imaging subsurface fracture characteristics using 2D electrical resistivity tomography

Transcription:

Present a Proper Pattern for Choose Best Electrode Array Based on Geological Structure Investigating in Geoelectrical Tomography, in order to Get the Highest Resolution Image of the Subsurface Hamed Aber 1 : Islamic Azad University, Science and Research branch, Tehran, Iran Mir Sattar Meshin chi asl 2 : Islamic Azad University, Science and Research branch, Tehran, Iran Abstract Each electrode array applicable for electrical tomography of subsurface has some merits and demerits, and so selection of each array is based on the situation of data acquisition, background noise level, and target geological structure (in other word, electrical specification of structure, and shape of disturbing body), because resolving power and depth of penetration of each electrode array are different in various geological structures. By exact study on behavior and specifications of each array, we can estimate that in each geological structure, which electrode arrays have high accuracy in detection of anomalous bodies, and which one doesnt. By the way, to safe interpretation of data, we require to have complete knowledge on resolving power and noise sensitivity of each individual array. In this research, by numerical modeling we analyzed behavior of seven electrode arrays which are popular in geoelectrical surveys, consisting: Pole-Pole, Pole-Dipole, Dipole-Dipole, Wenner Alpha, Schlumberger, Wenner Beta, and Half Wenner. We investigated these arrays on the four geological models, which simulating buried channel, thin conductive dyke, thin resistive dyke, dipping blocks. These synthetic models represent various kinds of geological structures. Finally the results of this research are as follows in brief: (1) WN, WB arrays have less noise contamination than other arrays, although their low noise rate couldnt produce high resolution image. (2) The sequence of Arrays DD, PD, SC (although Schlumberger has some edge effects) yield best resolution image than others, and consequently these electrode arrays is highly recommended for accomplishing of geoelectrical tomography. However, the final choice of electrode array will be done with considering geology of target structure, field remarks and logistical considerations. Introduction Technique of DC electrical resistivity surveying, is a method of investigating of subsurface, that is widely used in groundwater exploration, civil engineering, mining exploration, investigating of Archeology sites, and more other targets. This technique is very popular, because of its simple physical background, using some systems with not very complicated design. Traditional resistivity surveying methods are resistivity sounding method (VES), and resistivity profiling method (HES), which are one- dimensional methods, and they probe the subsurface, in only one dimension, vertical or horizontal. The novel methods of resistivity sounding, is 2d or 3d. In 3d method, we require too many numbers of observed data, in order to get volumetric image of the earth. According to, the 3d method is very time consumer, and 1 Address: Department of Geophysics, Faculty of basic sciences, Science and Research branch of Tehran, Islamic Azad University. Cell Phone: 09141212495. Email: aber.hamed@srbiau.ac.ir 2 Address: Department of Geophysics, Faculty of basic sciences, Science and Research branch of Tehran, Islamic Azad University. 1803

expensive through the high amount of observed data, so, 2d method, in other words, 2d electrical tomography method, is best choice for having agreement between surveying costs and precision of the information we are gathering. In the past years, good developments have been done in computerized methods of modeling and inversion routines, and have been produced some efficient softwares as well as new developments in data acquisition systems for execute geoelectrical tomography surveys in exact and rapid manner. In the past years several electrode arrays, have been used in geoelectrical surveys, but the arrays we introduced in figure 1, are more commonly used in various aspects of geoelectrical tomography usage. They are Wenner (WN), Wenner beta (WB), Pole-Pole (PP), Pole-Dipole(PD), Dipole- Dipole(DD), Schlumberger (SC), and Half Wenner (HW). WB is a special case of DD and WN is a special case of SC, [1], [2], [3]. Each electrode array, have its own limitations and advantages in field operation and interpretation capabilities. From tomography point of view, there might be different abilities for these arrays, when they are applied to different geological structures, differences in tendency to produce untrue realistic structures in the resultant model. Differences in sensitivity to background noise, signal to noise ratio, and anomaly effect, differences in interpretable maximum depth of investigation, and finally, differences in resolution of the images reconstructed in geoelectrical tomography. There have been some investigations about mentioned differences of the arrays. For example, Sasaki at 1992 synthetically compared the resolution of cross-hole resistivity tomography using PP, PD and DD arrays [4]. He suggested that DD surveying, when the instrument accuracy is high, is more suitable for resolving complex structures than the PP array, and that PD may present a good compromise between resolution and signal strength. Oldenburg and Li at 1999, analyzed the depth of investigation, observed the different depths of penetration achieved by PP, PD and DD arrays in the inverted models [5]. Dahlin and Loke at 1998, and Olayinka and Yaramanci at 2000, respectively, examined the imaging resolution and reliability of WN array [6], [7]. In order to obtain a reliable high-resolution image, the electrode array used, should ideally give data with the maximum anomaly information, reasonable data coverage and a high signal-to-noise ratio. From figure 1, we can see that, except for WN, WB and PP, the arrays have many combinations of the parameters a, and n which can be adapted depending on the required spatial resolution, penetration depth and background noise at a field site. Parameter a, is minimum electrode spacing, and parameter n, is array expanding factor, [8]. In general, a larger spacing a, and larger n gives relatively information about the deeper parts of earths structure, while a small spacing a, or small n may offer relatively good horizontal resolution for the shallower sections of the ground. We investigated behavior of mentioned electrode arrays by numerical modeling and inversion scheme, via getting geoelectrical images from four structure models, which simulate various geological situations in practice. Also we compared level of noise contamination between mentioned electrode arrays. Simulated Geological Structures We designed four geological models (see fig. 2), in order to investigate the behavior of electrode arrays. These models represent various geological situations in real works. The first model simulates a buried channel of coarse-grained sediments, and geologically, this model 1804

simulating an old river in clayed environment with covering of sediments (fig. 2a). That consists of a 2.5 m thick upper layer of resistivity 70 m which is decreases its diameter in the right hand. This upper layer overlaid on the main layer of resistivity 30 m, which is implanted a trapezoidal structure of resistivity 200 m inside it, with maximum depth of 11 meters. The second model is a narrow resistive dyke with an overburden (fig. 3b). It consists of 2 meter wide vertical dyke of resistivity 300 m in a low resistivity environment (50 m) with a 2.5 meters thick overburden of resistivity 200 m. This model geologically, simulates a resistive intrusive dyke in sedimentary rocks, with cover of sediments. The third model is a narrow conductive dyke with an overburden (fig. 3b). It consists of 2 meter wide vertical dyke of resistivity 50 m in a high resistivity environment (1000 m) with a 2.5 meters thick overburden of resistivity 200 m. This model simulates a fractured or weathered zone in crystalline rocks, with cover of sediments. The last model (fig. 3c) is some dipping blocks of different width, under a covering layer of 200 m. Resistivity of sequence of dipping blocks are 100, 300 m alternatively. This model simulates a tilted sequence of sedimentary rocks under a layer of till or coarse-grained sediments. Noise Sensitivity of electrode arrays The actual errors that our data encounter with them in a real geoelectrical work are combination of observation errors, as well as modeling errors due to 2d modeling of 3d earth, anisotropy, limitations of forward modeling, and non-linearity of inverse problem. Among mentioned forms of errors, we analyzed observational errors which are produced when we are observing electrical potential because background noise is in same kind of observing potential. As each array has different sensitivity to potential, so noise sensitivity of each array will be different, and each groups of data that every array is producing, will be contaminated by different noise level. After study on behavior of potential observing errors, it has been realized that as observed potential amplitude decrease, degree of noise contamination of data will increase by a power, as follows: = (c 1 / U) c2 where denotes percentage of absolute relative error of observed potential; U is potential readings; and c 1, c 2 are positive constants that depends on data acquisition place and time. Consequently, resulted noisy data will be as follows: Noisy data = U(1+R) /100 where U denote potential readings; R is a random number. By assigning different values for c 1, c 2 we can simulate different noise levels, [9]. Figure 3 is an instant for different levels of noise contamination of each array data which has been simulated over conductive dyke model. We can see that, as potential amplitudes decrease, noise value increases. Also from this example, from point of view of noise contamination, we can categorize the arrays in a descending order of being noisy, as follows: DD, PD, WB, HW, SC, PP, and WN. At this study, we added 20 percent synthetic random noise to raw potential data which has been produced with forward modeling package was developed in MATLAB. Electrical tomography surveys over defined geological models We produced observed data for every electrode arrays over four defined geological structure models, via adding random noise to raw data which had been obtained by forwards modeling package. Then all of data inverted by RES2DINV inversion package and used smoothnessconstraint least square inversion method to invert data, [10]. Figure 4 represents models of buried channel (first structure), that obtained from inversion of synthetic data gathered over mentioned structure. Data of each individual array has different rate of noise contamination 1805

as, it varies from 10.6 % noise level for WN, up to 19.4% noise level for DD array. Relatively, we can categorize arrays in terms of their yielded resolution of image gathered from buried channel model in descending order, as follows: PD, HW, DD, SC, WN, PP, and WB, where end of sequence has very low resolution. It can be seen that, although relatively low noise contamination of WN and SC, but they yield relative low resolution image than PD, DD and HW. Also in DD, because of its very high level of noise, appears some low resistive zone in the bottom of inverted model. Figure 5 shows inverted models for thin resistive dyke (second structure) obtained via our seven arrays. At this group of models, noise contamination rate is lower than other structures also similar to last group, WN array owns minimum noise level of 4.8%, and DD has maximum noise level 8.6%. PP and HW arrays have poorly resolved the geometry of the dyke, than other arrays. Maximum resolution of image is for DD and PD arrays. WN, SC and WB have mediocre resolution. Consequently, we can categorize these arrays in terms of their resolution in descending order: DD, PD, SC, WN, WB, HW, and PP. In figure 6 we see inversion results for each seven array data over thin conductive dyke. In this structure, noise level is higher than resistive dyke. Same as other structures, WN has minimum noise (12.8%), and DD has maximum noise level (24.4%). PP has failed because it has very low resolution, and it cannot show width of the dyke correctly as well as upper layer. Also SC and WN have relatively poor resolution at showing upper layer. DD, PD and WB have good resolution in resolving both of dyke and upper layer. So we can categorize arrays in following sequence, that the array at end of list has poor resolution: DD, PD, HW, WB, SC, WN, and PP. Inverted models of last structure (dipping blocks of sedimentary rocks), has been shown in figure 6. Arrays of DD and PD although have high noise level, but they represent good resolution, that dipping of blocks can be recognized in image. Also there are some artifacts in their image, that they can be result of high noise degree. SC and WN have lower resolution than DD and PD, also resolution of SC is better than WN; however SC has some edge distortion. WB array didnt give good image, that dipping blocks could not be identified. Also PP array give poor resolution, as resistivity of blocks was poorly identified, but there are very little artifacts in the image instead. HW is better than SC, WN and WB. We can categorize the arrays in descending order as follows: DD, PD, HW, SC, WN, PP, and WB. Conclusion As we see in this research, every electrode arrays has different sensitivity to measure potential. Naturally, each one that is more sensitive will be more contaminated with potential dependent noise. In other word, electrode arrays noise contamination is born of their sensitivity to potential measuring power. Also, we see that in some arrays such as WN and SC, vertical resolution is dominated to lateral resolution. In some other arrays such as DD and PD, vertical resolution is dominated to lateral resolution. Consequently we must consider this fact before choosing electrode array, depends on geological target of geoelectrical survey. By the way, every array have differences in resolving power, anomaly effect and level of noise contamination (in other words signal to noise ratio). So we must truly know each electrode array in order to choose best array according to geological target and field site considerations. At this research we realized that low degree of noise, or high anomaly effect of some arrays, necessarily doesnt coincide with high resolution image. Majorly, DD and PD arrays are most contaminated with noise than others, and WN and WB are least contaminated than other arrays. Finally, we recommend in sequent DD, PD and SC arrays for using in 2d geoelectrical 1806

tomography surveys because of their good resolution of image, however DD and PP have high noise level, and SC has some edge effects. But we must attention that final choice of electrode arrays must be with regarding of target geological structure, type of information we look for, background noise, and our facilities and field situation and logistics. Acknowledgement This research has done by financial supporting of Applied Research Center of Iran Water Resource Management Company. References [1] Dahlin T., 1996, 2D Resistivity surveying for environmental and engineering applications. First Break 14, 275283. [2] Chambers J., Ogilvy R., Meldrum P. and Nissen J. 1999. 3D resistivity imaging of buried oil-and tar-contaminated waste deposits. European Journal of Environmental and Engineering Geophysics 4, 315. [3] Storz H., Storz W. and Jacobs F., 2000, Electrical resistivity tomography to investigate geological structures of the earths upper crust. Geophysical Prospecting 48, 455471. [4] Sasaki Y. 1992. Resolution of resistivity tomography inferred from numerical simulation. Geophysical Prospecting 40, 453463. [5] Oldenburg D.W. and Li Y.G. 1999. Estimating depth of investigation in dc resistivity and IP surveys. Geophysics 64, 403416. [6] Dahlin T. and Loke M.H. 1998, Resolution of 2D Wenner resistivity imaging as assessed by numerical modeling. Journal of Applied Geophysics 38, 237249. [7] Olayinka A., and Yaramanci U., 2000, Assessment of the reliability of 2D inversion of apparent resistivity data. Geophysical Prospecting 48, 293316. [8] Loke M.H., 2004. Tutorial: 2-D and 3-D electrical imaging surveys. [9] Zhou B. and Dahlin T., 2003, Properties and effects of measurement errors on 2D resistivity imaging, Near Surface Geophysics 1, 105117. [10] Loke M.H., and Dahlin T., 2002, Comparison of the Gauss-Newton and quasi-newton methods in resistivity imaging inversion, Journal of Applied Geophysics 49, 149162. 1807

Appendixes:Figures Figure 1: Common electrode arrays used in geoelectrical surveys, and their geometric factors. a is minimum electrode spacing (dipole length), n is dipole separation factor (array expansion factor). C1, C2 are positive and negative current electrodes, P1, P2 are potential electrodes. Figure 2: Synthetic geological structures consist of buried channel, conductive and resistive dyke, and sequence of dipping blocks. Figure 3: Level of noise contamination of each electrode array data over conductive dyke model. Figure 4: inverted models obtained from inversion of synthetic data gathered over buried channel structure. Figure 5: inverted models produced for thin resistive dyke, through inversion of data of each array. 1808

Figure 6: inversion results of seven electrode arrays data gathered on conductive dyke model. Figure 7: inversion results of used arrays data over model of dipping blocks. 1809