SlideShare a Scribd company logo
See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/334696058
APPLICATION OF CONVENTIONAL GEOPHYSICAL METHOD IN INVESTIGATING
AND CHARACTERIZING LANDFILLS
Article  in  Petroleum and Coal · July 2019
CITATIONS
0
READS
80
Some of the authors of this publication are also working on these related projects:
analysis of aeromagnetic data View project
impact of unemployment on economic growth View project
All content following this page was uploaded by Lawal Lanre Adebayo on 26 July 2019.
The user has requested enhancement of the downloaded file.
Petroleum and Coal
Pet Coal (2019); 61(4) xxx-yyy
ISSN 1337-7027 an open access journal
Article Open Access
1
APPLICATION OF CONVENTIONAL GEOPHYSICAL METHOD IN INVESTIGATING AND2
CHARACTERIZING LANDFILLS3
4
Lawal L. Adebayo*, Fatai A. Wahaab, Sulaiman K. Lawal5
6
Department of Physics and Material Science, Kwara State University, Malete, Nigeria7
8
Received April 1, 2019; Accepted June 13, 20199
10
11
Abstract12
The geophysical investigation was conducted using integrated Wenner-Schlumberger Array to13
determine the extent of waste on soil and groundwater around Madi area of Ilorin West L.G.A of Kwara14
State, Nigeria. 2-D resistivity meter with a digital read out resistivity meter (ABEM SAS 1000) was15
used to acquire data on the study area. Contaminant leachate plume was delineated with both electrical16
sounding curve 1-D and 2-D resistivity sections as low resistivity zones. The results are presented in17
terms of resistivity, thickness, and depth (1-D). The 2-D sections are identified as bluish zones of lower18
resistivity (less than 17Ωm–36Ωm) with the depth ranging from 5 m to 40 m. The result of the electrical19
resistivity survey also showed three layers of geo-electric sections and an H type sounding curve.20
Groundwater at 5 m and above will pose a major threat to the health of the inhabitants of the study21
area due to contaminant leaching.22
Keywords: Landfill gas; Geo-electric; Wenner-Schlumberger array; Resistivity; Contaminant plume.23
24
1. Introduction25
Water is one of the most valuable natural resources vital to the existence of any form of26
life. Groundwater is widely distributed under the ground, and it is replenished resource unlike27
other resources of the Earth. Groundwater has become immensely important for human water28
supply in urban and rural areas in developed and developing nations alike [3]
. Groundwater29
contamination can occur in many ways and from many sources, both natural and humanly30
induced. Groundwater commonly contains one or more naturally occurring chemicals, leached31
from soil or rocks by percolating water, in concentrations that impair its uses. Water can be32
contaminated from the smallest activities, throwing plastics into the body of water, throwing33
the trash into a river, dumping oil into streams, improper disposal of wastes all this leads to34
water contamination.35
Much geophysical technique has subsequently been used for groundwater characterization,36
but the greatest success has been shown with the electrical and electromagnetic method [4]
.37
In the electrical resistivity method, direct current or low-frequency alternating current is applied38
at the ground surface, and the potential difference is measured between two points. Variations39
in resistance to current flow at depth cause distinctive variations in the potential difference40
measurements, which provide information on subsurface structure and materials [5]
. Ohm’s41
law ratio given by equation (1) is the governing principle of the electrical resistivity method.42
ρ 𝑎 = 2π𝑘
𝑉
I
(1)
where ρa is the apparent resistivity (Ωm) which is equivalent to the resistivity of an electrically43
homogenous and isotropic half-space earth; I the applied current (A); V the measured poten-44
tial gradient and k is the geometric factor in (Ωm) which depends on the electrode array45
configuration. For the Wenner-Schlumberger array employed in this research, the apparent46
resistivity equation becomes equation (2) [6]
, which corresponds to the arrangement in Figure 1.47
ρ 𝑎 = πan(n + 1)
𝑉
I
(2)
Petroleum and Coal
Pet Coal (2019); 61(4): xxx-yyy
ISSN 1337-7027 an open access journal
48
Figure 1. Schematic of Wenner-Schlumberger electrode array configuration [1]
49
Numerous geophysical investigations have been carried out in different parts of the world50
for groundwater investigation. Etu-Efeotor et al. [7]
, Amadi et al. [8]
, and Ugwu & Nwosu [9]
51
carried out studies in various parts of Rivers State. Ehrim et al. [10]
carried out a geophysical52
and hydro-physiochemical study of the contaminant impact of a solid waste landfill (SWL) in53
Port Harcourt municipality, Nigeria and concluded that the contamination of ground water and54
soil is dominantly by landfill gases, while the excessive amounts of microorganisms is an in-55
dication of leachate contamination. Previous research work at a public dumpsite in Ita-amo56
Ilorin, Kwara State has indicated the direction of groundwater flow through the aid of surface57
topography. The presence of leachate and their pattern of migration using electrical resistivity58
method in the study area have also been previously outlined. Several other studies have in-59
vestigated [11-14]
have investigated the possibility of producing gas from old municipal landfill60
as an alternative form of energy.61
The study area (Abandoned
Ita-Amo waste disposal site,
Ilorin) is located within latitude
80
25’N and 80
30’N, and longitude
40
20’E and 40
30’E as outlined in
Figure 2. The approximate area
extent of the dumpsite is 3.63 ×
106
𝑚2
with average dump thick-
ness of 7_
9 m. Geologically, the
area lies in the Precambrian base-
ment complex of southwestern Ni-
geria and is underlain by the rock
of metamorphic and igneous type
[15]
. However, weathered lateritic
soils are predominant in the study
area. Also, intrusive and extrusive
conglomerate lateritic rocks are
present in Figure 3(b).
Fig. 2. Please add ext
62
63
Petroleum and Coal
Pet Coal (2019); 61(4): xxx-yyy
ISSN 1337-7027 an open access journal
64
65
Figure 2. Pictures from the study area. (a) Data acquisition process at the study area, showing cable66
reel, electrode and resistivity meter (ABEM SAS 1000) (b) Rock formation in the study area67
2. Experimental68
The geo-electric resistivity field survey was carried out to obtain the apparent resistivity69
data around the Ita-Amo dumpsite. Wenner-Schlumberger electrode array was employed be-70
cause of its moderate sensitivity to both horizontal and vertical variations in the apparent71
resistivity of the subsurface. This was used to characterize the various lithological units and,72
to determine the depth to the water table, the extent of percolation (depth) of contaminants,73
and migration path of contaminants. The two outer electrodes are the current electrode, and74
two inner ones are the potential electrode, but unlike other configurations, equal spacing does75
not exist between the four electrodes as illustrated by76
Wenner-Schlumberger configuration with maximum current electrode separation (AB/2) of77
90m was employed. This method consists of four electrodes like all other types of Wenner78
configurations. However, there exist equal spacing between the first two electrodes and the79
last two electrodes.80
A total of four profile were selected, each consisting of ten sounding points. Two of these81
traverses were chosen at the northward axis of the dumpsite. The first of the northern axis82
traverse was 3m away from the dumpsite and the second was 13m away from the dumpsite83
with profile lines oriented in the east-west direction. The profile lines covered a length of84
200m with inter stations of 20m. The third and fourth profile were oriented in the north-85
south and west-east directions, respectively with a sounding point interval of 30m as depicted86
by Figure 4: Profile line of the sounding points.87
88
Figure 3. Profile line of the sounding points89
Petroleum and Coal
Pet Coal (2019); 61(4): xxx-yyy
ISSN 1337-7027 an open access journal
3. Results and discussion90
The topographic map of the area was obtained by analyzing the coordinates data obtained91
through the Global Positioning System (GPS). The obtained data were processed using Surfer92
8. The result from the software revealed that the dumpsite area is fairly-undulated and sloped93
towards the north-western axis of the neighboring environment with elevation ranging from94
308_
330 m illustrated by the topography (Figure 4) and contour map (Figure 5).95
96
Figure 4. Topography of the study area97
98
Figure 5. Contour map of the study area99
The field curves and the interpreted 1D models are presented in. The curves show a char-100
acteristic type H curve across the dumpsite (Figure 6). The 2-D pseudosections map out zones101
of high and low resistivity. Comparing the pseudosections along with each profile, we could102
identify the drift pattern of the contaminant plume, the depth of the plume and other charac-103
teristics across each profile.104
Petroleum and Coal
Pet Coal (2019); 61(4): xxx-yyy
ISSN 1337-7027 an open access journal
105
Figure 6. Observed and calculated apparent resistivity value in 1D at a VES point106
Profile 1 is located 3m away from the dumpsite, and it is 16m away from community set-107
tlement near the dumpsite. The average elevation along this profile is 307.3m. The contami-108
nant is highly concentrated along with this domain of the dumpsite.2D shows that the con-109
taminant plume is drifting from the southern to the northern axis. This shows that the con-110
taminant is drifting toward the settlements enveloping the dumpsite. The apparent resistivity111
value ranges from 30–606 Ωm. Zones of high resistivity value ranging from 134–606 Ωm112
existed near the surface. Underlying the zone of a high resistive chemical compound is the113
zone of low resistivity (less dense zone) with resistivity value ranging from 36–121 Ωm with114
the depth ranging from 1.5–30 m.115
Profile 2 is located 13m away from the dumpsite and 6m away from a settlement near the116
dumpsite. It was parallel to profile 1 and has a separation distance of 10m. The average117
elevation along this profile is 314.94m. The contaminant is highly concentrated along this axis118
of the dumpsite. 2D Pseudosection maintains the pattern of contaminant drift as depicted in119
profile 1. The apparent resistivity value is ranging from 13–4014 Ωm. Zones of high resistivity120
values range from 148Ωm–4014Ωm exists near the surface. Underlying the zone of a high121
resistive chemical compound is the zone of low resistivity (less dense zone) with resistivity122
value ranging from (14Ωm-148Ωm) with the depth ranging from 1.5–32 m (Figure 7).123
The average elevation along profile 3 is 311.45m. The apparent resistivity value is ranging124
from 64–712 Ωm. Zone of highly resistivity value ranges from 124 – 712 Ωm existed near the125
surface. Underlying the zone of a high resistive chemical compound is the zone of low resis-126
tivity (less dense zone) with resistivity value ranging from 64 – 124 Ωm with the depth ranging127
from 1.5 - 38 m (Figure 8).128
Profile 4 is along the entrance of the dumpsite. The average elevation along this profile is129
317.64m.2-D Pseudosection shows that the contaminant plume is not concentrated along this130
axis; therefore, we may assume this profile to be the true resistivity of the surroundings. The131
apparent resistivity value is ranging from 27 -1200 Ωm. Zone of high resistivity value ranges132
from 114 – 1200 Ωm existed near the surface. Underlying the zone of the high resistive struc-133
ture is the zone of low resistivity (less dense zone) with resistivity value ranging from 27 – 77134
Ωm with the depth ranging from 1.5 – 23 m. between the high resistive chemical compound135
and the low resistive zone are sands of varying sizes and thickness. The bluish portion shows136
zone of low resistivity (contaminant leachate plume), red to brownish portion shows zone of137
high resistivity (solid waste and maybe lateritic soil or rock) and the yellow portion shows zone138
of water bearing (sands). The migration of the leachate to the bottom is an indication that it139
is denser.140
Petroleum and Coal
Pet Coal (2019); 61(4): xxx-yyy
ISSN 1337-7027 an open access journal
141
Figure 7. 2D Pseudosection showing profile 2142
143
Figure 8. 2D Pseudosection showing profile 3144
4. Conclusion145
High and low resistive zones were identified in the study area (Ita-Amo dumpsite). The high146
resistive areas may indicate gravel, sand and rock fragments lying on top of elevated solid147
rock, while the low resistive areas indicate areas where the host rock has been hampered by148
faulting, void, and fracture. The very low resistive with high conductivity contains contaminant149
plume due to percolation of leachate (heavy metals, toxic chemical and carcinogenic), making150
the area less resistive to electrical current. Contaminants occur at depths between 0_
30 m,151
and the migration path of the plume is toward the north-west direction. The more detailed152
geochemical and biological investigation should be conducted for water obtained at this site153
for precise characterization of the contaminant. Borehole exceeding 30 m depth should be dug154
in this settlement if there is no alternative water source.155
156
Petroleum and Coal
Pet Coal (2019); 61(4): xxx-yyy
ISSN 1337-7027 an open access journal
Acknowledgement157
The authors would like to appreciate the entire staff of Physics and Material Science department of158
Kwara State University for their support during the cause of this project.159
References160
[1] Ekinci YL, Türkeş M, Demirci A, and Erginal AE. Shallow and deep-seated regolith slides on
deforested slopes in Çanakkale, NW Turkey. Geomorphology, 2013; 201: 70-79.
[2] Ifabiyi I, Ashaolu E, and Omotosho O. Hydrogeological Characteristics of Groundwater Yield
in Shallow Wells of the Regolith Aquifer: a Study from Ilorin, Nigeria. Momona Ethiopian
Journal of Science, 2016; 8(1): 23-36.
[3] Omosuyi G. Geoelectric assessment of groundwater prospect and vulnerability of overburden
aquifers at Idanre, southwestern Nigeria. Ozean Journal Of Applied Sciences, 2010; 3(1): 19-28.
[4] Eke K, and Igboekwe M. Geoelectric investigation of groundwater in some villages in Ohafia
Locality, Abia State, Nigeria. British Journal of Applied Science & Technology, 2011; 1(4): 190.
[5] Burger HR, Sheehan AF, and Jones CH. Introduction to applied geophysics: Exploring the
shallow subsurface. WW Norton, 2006, ISBN-13: 978-0393926378.
[6] Wightman W, Jalinoos F, Sirles P, and Hanna K. Application of geophysical methods to high-
way related problems. Blackhawk GeoSciences, A Division Of Blackhawk GeoServices 2004.
http://www.ce.memphis.edu/7137/PDFs/Geophysical/geotechPdf.pdf
[7] Etu-Efeotor J, and Odigi M. Water supply problems in the eastern Niger Delta. Journal of
Mining and Geology, 1983; 20(1-2): 183-193.
[8] Amadi U, and Amadi P. Salt water migration in the coastal aquifers of southern Nigeria. J Min
Geol, 1990; 26: 35-44.
[9] Ugwu S, and Nwosu J. Effect of waste dumps on groundwater in Choba using geophysical
method. Journal of Applied Sciences and Environmental Management, 2009; 13(1): 85-89.
[10] Ehirim C, Ebeniro J, and Olanegan O. A geophysical investigation of solid waste landfill using
2-D resistivity imaging and vertical electrical sounding methods in Port Harcourt municipality,
Rivers State, Nigeria. The Pacific Journal of Science and Technology, 2009; 10(2): 604-613.
[11] Hayati A, Emalya N, Munawar E, Schwarzböck T, Lederer J, and Fellner J. Analysis the poten-
tial gas production of old municipal solid waste landfill as an alternative energy source: Pre-
liminary results. in IOP Conference Series: Materials Science and Engineering, 2018; 334(1):
012031.
[12] Njoku PO, Odiyo JO, Durowoju OS, and Edokpay JN. A Review of Landfill Gas Generation and
Utilisation in Africa. Open Environmental Sciences, 2018; 10(1): please page numbers .
[13] Siddiqui FZ, Zaidi S, Pandey S, and Khan ME. Review of past research and proposed action
plan for landfill gas-to-energy applications in India. Waste Management & Research, 2013;
31(1): 3-22.
[14] Idehai IM, and Akujieze CN. Estimation of landfill gas and its renewable energy potential in
Lagos, Nigeria. International Journal of Energy and Environmental Engineering, 2015; 6(3):
329-343.
[15] Zonge K, Wynn J, and Urquhart S. Resistivity, induced polarization, and complex resistivity.
in Near-surface geophysics: Society of Exploration Geophysicists, 2005; pp. 265-300.
161
162
To whom correspondence should be addressed: Dr. Lawal L. Adebayo, Department of Physics and Material Science,163
Kwara State University, Malete, Nigeria, E-mail: adebayolawallanre@yahoo.com164
View publication statsView publication stats

More Related Content

What's hot

The effect of disturbance factor on the stability of tunnels (Case study: Tun...
The effect of disturbance factor on the stability of tunnels (Case study: Tun...The effect of disturbance factor on the stability of tunnels (Case study: Tun...
The effect of disturbance factor on the stability of tunnels (Case study: Tun...IJRES Journal
 
Prediction of uplift capacity using genetic programming
Prediction of uplift capacity using genetic programmingPrediction of uplift capacity using genetic programming
Prediction of uplift capacity using genetic programmingAhmed Ebid
 
The conductivity structure of the Gediz Graben geothermal area extracted from...
The conductivity structure of the Gediz Graben geothermal area extracted from...The conductivity structure of the Gediz Graben geothermal area extracted from...
The conductivity structure of the Gediz Graben geothermal area extracted from...Erhan Erdogan
 
Research Inventy : International Journal of Engineering and Science
Research Inventy : International Journal of Engineering and ScienceResearch Inventy : International Journal of Engineering and Science
Research Inventy : International Journal of Engineering and Scienceinventy
 
A STUDY OF GEO-ENGINEERING PROPERTIES OF RIVER-BORNE COARSE AGGREGATES OF RIV...
A STUDY OF GEO-ENGINEERING PROPERTIES OF RIVER-BORNE COARSE AGGREGATES OF RIV...A STUDY OF GEO-ENGINEERING PROPERTIES OF RIVER-BORNE COARSE AGGREGATES OF RIV...
A STUDY OF GEO-ENGINEERING PROPERTIES OF RIVER-BORNE COARSE AGGREGATES OF RIV...IAEME Publication
 
Ijciet 08 01_073
Ijciet 08 01_073Ijciet 08 01_073
Ijciet 08 01_073Tushar Dey
 
Contribution to long term performance of piled raft foundation in clayey soil
Contribution to long term performance of piled raft foundation in clayey soilContribution to long term performance of piled raft foundation in clayey soil
Contribution to long term performance of piled raft foundation in clayey soilIAEME Publication
 
Prediction of tractve performance on soil surface
Prediction of tractve performance on soil surface Prediction of tractve performance on soil surface
Prediction of tractve performance on soil surface yogesh5158
 
Experimental estimate of ultimate bearing capacity and settlement for rectang
Experimental estimate of ultimate bearing capacity and settlement for rectangExperimental estimate of ultimate bearing capacity and settlement for rectang
Experimental estimate of ultimate bearing capacity and settlement for rectangIAEME Publication
 
"A full experimental and numerical modelling of the practicability of thin fo...
"A full experimental and numerical modelling of the practicability of thin fo..."A full experimental and numerical modelling of the practicability of thin fo...
"A full experimental and numerical modelling of the practicability of thin fo...Mehran Naghizadeh
 
EXPERIMENTAL INVESTIGATION OF SUB SOIL PROFILE USING GIS
EXPERIMENTAL INVESTIGATION OF SUB SOIL PROFILE USING GIS EXPERIMENTAL INVESTIGATION OF SUB SOIL PROFILE USING GIS
EXPERIMENTAL INVESTIGATION OF SUB SOIL PROFILE USING GIS IAEME Publication
 
EXPERIMENTAL STUDY ON COIR FIBRE REINFORCED FLY ASH BASED GEOPOLYMER CONCRETE...
EXPERIMENTAL STUDY ON COIR FIBRE REINFORCED FLY ASH BASED GEOPOLYMER CONCRETE...EXPERIMENTAL STUDY ON COIR FIBRE REINFORCED FLY ASH BASED GEOPOLYMER CONCRETE...
EXPERIMENTAL STUDY ON COIR FIBRE REINFORCED FLY ASH BASED GEOPOLYMER CONCRETE...IAEME Publication
 
Analytical study on soil pile interaction effect in the variation of natural ...
Analytical study on soil pile interaction effect in the variation of natural ...Analytical study on soil pile interaction effect in the variation of natural ...
Analytical study on soil pile interaction effect in the variation of natural ...IAEME Publication
 
Numerical Modelling of Soil Improvement Using Geo-fabrics
Numerical Modelling of Soil Improvement Using Geo-fabricsNumerical Modelling of Soil Improvement Using Geo-fabrics
Numerical Modelling of Soil Improvement Using Geo-fabricsIJERA Editor
 
Mathematical approach-to-simulate-soil-behavior-under-shallow-compaction
Mathematical approach-to-simulate-soil-behavior-under-shallow-compactionMathematical approach-to-simulate-soil-behavior-under-shallow-compaction
Mathematical approach-to-simulate-soil-behavior-under-shallow-compactionAhmed Ebid
 
Seismic performance of a layered liquefiable site validation of numerical sim...
Seismic performance of a layered liquefiable site validation of numerical sim...Seismic performance of a layered liquefiable site validation of numerical sim...
Seismic performance of a layered liquefiable site validation of numerical sim...Mahir Badanagki, Ph.D.
 
STUDY ON LOSS OF CONTACT OF RECTANGULAR PLATES RESTING ON COHESIVE SOIL
STUDY ON LOSS OF CONTACT OF RECTANGULAR PLATES RESTING ON COHESIVE SOILSTUDY ON LOSS OF CONTACT OF RECTANGULAR PLATES RESTING ON COHESIVE SOIL
STUDY ON LOSS OF CONTACT OF RECTANGULAR PLATES RESTING ON COHESIVE SOILIAEME Publication
 
Geostatistical approach to the estimation of the uncertainty and spatial vari...
Geostatistical approach to the estimation of the uncertainty and spatial vari...Geostatistical approach to the estimation of the uncertainty and spatial vari...
Geostatistical approach to the estimation of the uncertainty and spatial vari...IOSR Journals
 

What's hot (20)

The effect of disturbance factor on the stability of tunnels (Case study: Tun...
The effect of disturbance factor on the stability of tunnels (Case study: Tun...The effect of disturbance factor on the stability of tunnels (Case study: Tun...
The effect of disturbance factor on the stability of tunnels (Case study: Tun...
 
Prediction of uplift capacity using genetic programming
Prediction of uplift capacity using genetic programmingPrediction of uplift capacity using genetic programming
Prediction of uplift capacity using genetic programming
 
The conductivity structure of the Gediz Graben geothermal area extracted from...
The conductivity structure of the Gediz Graben geothermal area extracted from...The conductivity structure of the Gediz Graben geothermal area extracted from...
The conductivity structure of the Gediz Graben geothermal area extracted from...
 
Research Inventy : International Journal of Engineering and Science
Research Inventy : International Journal of Engineering and ScienceResearch Inventy : International Journal of Engineering and Science
Research Inventy : International Journal of Engineering and Science
 
A STUDY OF GEO-ENGINEERING PROPERTIES OF RIVER-BORNE COARSE AGGREGATES OF RIV...
A STUDY OF GEO-ENGINEERING PROPERTIES OF RIVER-BORNE COARSE AGGREGATES OF RIV...A STUDY OF GEO-ENGINEERING PROPERTIES OF RIVER-BORNE COARSE AGGREGATES OF RIV...
A STUDY OF GEO-ENGINEERING PROPERTIES OF RIVER-BORNE COARSE AGGREGATES OF RIV...
 
Ijciet 08 01_073
Ijciet 08 01_073Ijciet 08 01_073
Ijciet 08 01_073
 
Contribution to long term performance of piled raft foundation in clayey soil
Contribution to long term performance of piled raft foundation in clayey soilContribution to long term performance of piled raft foundation in clayey soil
Contribution to long term performance of piled raft foundation in clayey soil
 
Gz2412431253
Gz2412431253Gz2412431253
Gz2412431253
 
Prediction of tractve performance on soil surface
Prediction of tractve performance on soil surface Prediction of tractve performance on soil surface
Prediction of tractve performance on soil surface
 
Experimental estimate of ultimate bearing capacity and settlement for rectang
Experimental estimate of ultimate bearing capacity and settlement for rectangExperimental estimate of ultimate bearing capacity and settlement for rectang
Experimental estimate of ultimate bearing capacity and settlement for rectang
 
"A full experimental and numerical modelling of the practicability of thin fo...
"A full experimental and numerical modelling of the practicability of thin fo..."A full experimental and numerical modelling of the practicability of thin fo...
"A full experimental and numerical modelling of the practicability of thin fo...
 
EXPERIMENTAL INVESTIGATION OF SUB SOIL PROFILE USING GIS
EXPERIMENTAL INVESTIGATION OF SUB SOIL PROFILE USING GIS EXPERIMENTAL INVESTIGATION OF SUB SOIL PROFILE USING GIS
EXPERIMENTAL INVESTIGATION OF SUB SOIL PROFILE USING GIS
 
EXPERIMENTAL STUDY ON COIR FIBRE REINFORCED FLY ASH BASED GEOPOLYMER CONCRETE...
EXPERIMENTAL STUDY ON COIR FIBRE REINFORCED FLY ASH BASED GEOPOLYMER CONCRETE...EXPERIMENTAL STUDY ON COIR FIBRE REINFORCED FLY ASH BASED GEOPOLYMER CONCRETE...
EXPERIMENTAL STUDY ON COIR FIBRE REINFORCED FLY ASH BASED GEOPOLYMER CONCRETE...
 
Analytical study on soil pile interaction effect in the variation of natural ...
Analytical study on soil pile interaction effect in the variation of natural ...Analytical study on soil pile interaction effect in the variation of natural ...
Analytical study on soil pile interaction effect in the variation of natural ...
 
Numerical Modelling of Soil Improvement Using Geo-fabrics
Numerical Modelling of Soil Improvement Using Geo-fabricsNumerical Modelling of Soil Improvement Using Geo-fabrics
Numerical Modelling of Soil Improvement Using Geo-fabrics
 
Ijciet 06 10_008
Ijciet 06 10_008Ijciet 06 10_008
Ijciet 06 10_008
 
Mathematical approach-to-simulate-soil-behavior-under-shallow-compaction
Mathematical approach-to-simulate-soil-behavior-under-shallow-compactionMathematical approach-to-simulate-soil-behavior-under-shallow-compaction
Mathematical approach-to-simulate-soil-behavior-under-shallow-compaction
 
Seismic performance of a layered liquefiable site validation of numerical sim...
Seismic performance of a layered liquefiable site validation of numerical sim...Seismic performance of a layered liquefiable site validation of numerical sim...
Seismic performance of a layered liquefiable site validation of numerical sim...
 
STUDY ON LOSS OF CONTACT OF RECTANGULAR PLATES RESTING ON COHESIVE SOIL
STUDY ON LOSS OF CONTACT OF RECTANGULAR PLATES RESTING ON COHESIVE SOILSTUDY ON LOSS OF CONTACT OF RECTANGULAR PLATES RESTING ON COHESIVE SOIL
STUDY ON LOSS OF CONTACT OF RECTANGULAR PLATES RESTING ON COHESIVE SOIL
 
Geostatistical approach to the estimation of the uncertainty and spatial vari...
Geostatistical approach to the estimation of the uncertainty and spatial vari...Geostatistical approach to the estimation of the uncertainty and spatial vari...
Geostatistical approach to the estimation of the uncertainty and spatial vari...
 

Similar to Pc x-2019 adebayo-56

Electrical resistivity data interpretation for groundwater detection in titta...
Electrical resistivity data interpretation for groundwater detection in titta...Electrical resistivity data interpretation for groundwater detection in titta...
Electrical resistivity data interpretation for groundwater detection in titta...eSAT Journals
 
Electric potential energy fractal dimension for characterizing permo carbonif...
Electric potential energy fractal dimension for characterizing permo carbonif...Electric potential energy fractal dimension for characterizing permo carbonif...
Electric potential energy fractal dimension for characterizing permo carbonif...Khalid Al-Khidir
 
Electric potential energy fractal dimension for characterizing shajra reservoir
Electric potential energy fractal dimension for characterizing shajra reservoirElectric potential energy fractal dimension for characterizing shajra reservoir
Electric potential energy fractal dimension for characterizing shajra reservoirKhalid Al-Khidir
 
9501054-tutorial-digital-communications-for-protection-part-3-fi-1995.pdf
9501054-tutorial-digital-communications-for-protection-part-3-fi-1995.pdf9501054-tutorial-digital-communications-for-protection-part-3-fi-1995.pdf
9501054-tutorial-digital-communications-for-protection-part-3-fi-1995.pdfHafiz Ahmad
 
International Journal of Engineering Research and Development (IJERD)
International Journal of Engineering Research and Development (IJERD)International Journal of Engineering Research and Development (IJERD)
International Journal of Engineering Research and Development (IJERD)IJERD Editor
 
2 d electrical resistivity tomography (ert) survey using the multi electrode ...
2 d electrical resistivity tomography (ert) survey using the multi electrode ...2 d electrical resistivity tomography (ert) survey using the multi electrode ...
2 d electrical resistivity tomography (ert) survey using the multi electrode ...Alexander Decker
 
H0324044052
H0324044052H0324044052
H0324044052theijes
 
Field evaluation of a four component downhole
Field evaluation of a four component downholeField evaluation of a four component downhole
Field evaluation of a four component downholeoilandgas24
 
STUDY THE EFFECT OF METALLIC PARTICLE ON DIFFERENT SPACER IN A CO-AXIAL DUCT ...
STUDY THE EFFECT OF METALLIC PARTICLE ON DIFFERENT SPACER IN A CO-AXIAL DUCT ...STUDY THE EFFECT OF METALLIC PARTICLE ON DIFFERENT SPACER IN A CO-AXIAL DUCT ...
STUDY THE EFFECT OF METALLIC PARTICLE ON DIFFERENT SPACER IN A CO-AXIAL DUCT ...EditorIJAERD
 
Mapping of Aquifer Contamination Using Geoelectric Methods at a Municipal Sol...
Mapping of Aquifer Contamination Using Geoelectric Methods at a Municipal Sol...Mapping of Aquifer Contamination Using Geoelectric Methods at a Municipal Sol...
Mapping of Aquifer Contamination Using Geoelectric Methods at a Municipal Sol...iosrjce
 
Analysis and simulations of optimal geometry shapes of the 4 and 9 nano hole ...
Analysis and simulations of optimal geometry shapes of the 4 and 9 nano hole ...Analysis and simulations of optimal geometry shapes of the 4 and 9 nano hole ...
Analysis and simulations of optimal geometry shapes of the 4 and 9 nano hole ...IJECEIAES
 
Implementation of a Finite Element Model to Generate Synthetic data for Open ...
Implementation of a Finite Element Model to Generate Synthetic data for Open ...Implementation of a Finite Element Model to Generate Synthetic data for Open ...
Implementation of a Finite Element Model to Generate Synthetic data for Open ...IRJET Journal
 
Risk assessment of abandoned radioactive logging sources in oil wells in nigeria
Risk assessment of abandoned radioactive logging sources in oil wells in nigeriaRisk assessment of abandoned radioactive logging sources in oil wells in nigeria
Risk assessment of abandoned radioactive logging sources in oil wells in nigeriaAlexander Decker
 
Risk assessment of abandoned radioactive logging sources in oil wells in nigeria
Risk assessment of abandoned radioactive logging sources in oil wells in nigeriaRisk assessment of abandoned radioactive logging sources in oil wells in nigeria
Risk assessment of abandoned radioactive logging sources in oil wells in nigeriaAlexander Decker
 
Groundwater investigation using geophysical methods a case study of pydibhim...
Groundwater investigation using geophysical methods  a case study of pydibhim...Groundwater investigation using geophysical methods  a case study of pydibhim...
Groundwater investigation using geophysical methods a case study of pydibhim...eSAT Publishing House
 
Structural and morphological studies on fly ash reinforced polystyrene compos...
Structural and morphological studies on fly ash reinforced polystyrene compos...Structural and morphological studies on fly ash reinforced polystyrene compos...
Structural and morphological studies on fly ash reinforced polystyrene compos...ijctet
 
Assessment of wind energy resource potential for future human missions to Mars
Assessment of wind energy resource potential for future human missions to MarsAssessment of wind energy resource potential for future human missions to Mars
Assessment of wind energy resource potential for future human missions to MarsSérgio Sacani
 
1-s2.0-S2772571522000614-main.pdf
1-s2.0-S2772571522000614-main.pdf1-s2.0-S2772571522000614-main.pdf
1-s2.0-S2772571522000614-main.pdfvarshagpsycho
 

Similar to Pc x-2019 adebayo-56 (20)

Electrical resistivity data interpretation for groundwater detection in titta...
Electrical resistivity data interpretation for groundwater detection in titta...Electrical resistivity data interpretation for groundwater detection in titta...
Electrical resistivity data interpretation for groundwater detection in titta...
 
Electric potential energy fractal dimension for characterizing permo carbonif...
Electric potential energy fractal dimension for characterizing permo carbonif...Electric potential energy fractal dimension for characterizing permo carbonif...
Electric potential energy fractal dimension for characterizing permo carbonif...
 
Electric potential energy fractal dimension for characterizing shajra reservoir
Electric potential energy fractal dimension for characterizing shajra reservoirElectric potential energy fractal dimension for characterizing shajra reservoir
Electric potential energy fractal dimension for characterizing shajra reservoir
 
9501054-tutorial-digital-communications-for-protection-part-3-fi-1995.pdf
9501054-tutorial-digital-communications-for-protection-part-3-fi-1995.pdf9501054-tutorial-digital-communications-for-protection-part-3-fi-1995.pdf
9501054-tutorial-digital-communications-for-protection-part-3-fi-1995.pdf
 
International Journal of Engineering Research and Development (IJERD)
International Journal of Engineering Research and Development (IJERD)International Journal of Engineering Research and Development (IJERD)
International Journal of Engineering Research and Development (IJERD)
 
2 d electrical resistivity tomography (ert) survey using the multi electrode ...
2 d electrical resistivity tomography (ert) survey using the multi electrode ...2 d electrical resistivity tomography (ert) survey using the multi electrode ...
2 d electrical resistivity tomography (ert) survey using the multi electrode ...
 
H0324044052
H0324044052H0324044052
H0324044052
 
Field evaluation of a four component downhole
Field evaluation of a four component downholeField evaluation of a four component downhole
Field evaluation of a four component downhole
 
STUDY THE EFFECT OF METALLIC PARTICLE ON DIFFERENT SPACER IN A CO-AXIAL DUCT ...
STUDY THE EFFECT OF METALLIC PARTICLE ON DIFFERENT SPACER IN A CO-AXIAL DUCT ...STUDY THE EFFECT OF METALLIC PARTICLE ON DIFFERENT SPACER IN A CO-AXIAL DUCT ...
STUDY THE EFFECT OF METALLIC PARTICLE ON DIFFERENT SPACER IN A CO-AXIAL DUCT ...
 
Mapping of Aquifer Contamination Using Geoelectric Methods at a Municipal Sol...
Mapping of Aquifer Contamination Using Geoelectric Methods at a Municipal Sol...Mapping of Aquifer Contamination Using Geoelectric Methods at a Municipal Sol...
Mapping of Aquifer Contamination Using Geoelectric Methods at a Municipal Sol...
 
Analysis and simulations of optimal geometry shapes of the 4 and 9 nano hole ...
Analysis and simulations of optimal geometry shapes of the 4 and 9 nano hole ...Analysis and simulations of optimal geometry shapes of the 4 and 9 nano hole ...
Analysis and simulations of optimal geometry shapes of the 4 and 9 nano hole ...
 
Implementation of a Finite Element Model to Generate Synthetic data for Open ...
Implementation of a Finite Element Model to Generate Synthetic data for Open ...Implementation of a Finite Element Model to Generate Synthetic data for Open ...
Implementation of a Finite Element Model to Generate Synthetic data for Open ...
 
Risk assessment of abandoned radioactive logging sources in oil wells in nigeria
Risk assessment of abandoned radioactive logging sources in oil wells in nigeriaRisk assessment of abandoned radioactive logging sources in oil wells in nigeria
Risk assessment of abandoned radioactive logging sources in oil wells in nigeria
 
Risk assessment of abandoned radioactive logging sources in oil wells in nigeria
Risk assessment of abandoned radioactive logging sources in oil wells in nigeriaRisk assessment of abandoned radioactive logging sources in oil wells in nigeria
Risk assessment of abandoned radioactive logging sources in oil wells in nigeria
 
Groundwater investigation using geophysical methods a case study of pydibhim...
Groundwater investigation using geophysical methods  a case study of pydibhim...Groundwater investigation using geophysical methods  a case study of pydibhim...
Groundwater investigation using geophysical methods a case study of pydibhim...
 
Structural and morphological studies on fly ash reinforced polystyrene compos...
Structural and morphological studies on fly ash reinforced polystyrene compos...Structural and morphological studies on fly ash reinforced polystyrene compos...
Structural and morphological studies on fly ash reinforced polystyrene compos...
 
Assessment of wind energy resource potential for future human missions to Mars
Assessment of wind energy resource potential for future human missions to MarsAssessment of wind energy resource potential for future human missions to Mars
Assessment of wind energy resource potential for future human missions to Mars
 
1-s2.0-S2772571522000614-main.pdf
1-s2.0-S2772571522000614-main.pdf1-s2.0-S2772571522000614-main.pdf
1-s2.0-S2772571522000614-main.pdf
 
Field lab
Field labField lab
Field lab
 
Briaud2001
Briaud2001Briaud2001
Briaud2001
 

More from Dr. Naveen BP

COMBUSTION_AND_INCINERATION_PROCESSES.pdf
COMBUSTION_AND_INCINERATION_PROCESSES.pdfCOMBUSTION_AND_INCINERATION_PROCESSES.pdf
COMBUSTION_AND_INCINERATION_PROCESSES.pdfDr. Naveen BP
 
Mavallipura’s water is unfit for drinking - Bangalore Mirror
Mavallipura’s water is unfit for drinking - Bangalore MirrorMavallipura’s water is unfit for drinking - Bangalore Mirror
Mavallipura’s water is unfit for drinking - Bangalore MirrorDr. Naveen BP
 
Case Study - PotY Geotechnical winner
Case Study - PotY Geotechnical winnerCase Study - PotY Geotechnical winner
Case Study - PotY Geotechnical winnerDr. Naveen BP
 
LANDFILL LEACHATE POSES THREAT TO THE ENVIRONMENT_ STUDY
LANDFILL LEACHATE POSES THREAT TO THE ENVIRONMENT_ STUDYLANDFILL LEACHATE POSES THREAT TO THE ENVIRONMENT_ STUDY
LANDFILL LEACHATE POSES THREAT TO THE ENVIRONMENT_ STUDYDr. Naveen BP
 
Landfill leachate poses threat to environment - Times of India
Landfill leachate poses threat to environment - Times of IndiaLandfill leachate poses threat to environment - Times of India
Landfill leachate poses threat to environment - Times of IndiaDr. Naveen BP
 
INFLUENCE OF LEACHATE MIGRATION ON GROUND WATER QUALITY
INFLUENCE OF LEACHATE MIGRATION ON GROUND WATER QUALITY INFLUENCE OF LEACHATE MIGRATION ON GROUND WATER QUALITY
INFLUENCE OF LEACHATE MIGRATION ON GROUND WATER QUALITY Dr. Naveen BP
 
CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROUN...
CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROUN...CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROUN...
CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROUN...Dr. Naveen BP
 
Advanced Geophysical Characterization for Evaluating Dynamic Properties of MS...
Advanced Geophysical Characterization for Evaluating Dynamic Properties of MS...Advanced Geophysical Characterization for Evaluating Dynamic Properties of MS...
Advanced Geophysical Characterization for Evaluating Dynamic Properties of MS...Dr. Naveen BP
 
CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROU...
 CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROU... CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROU...
CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROU...Dr. Naveen BP
 
MUNICIPAL SOLID WASTE MANAGEMENT IN GWALIOR CITY, INDIA
MUNICIPAL SOLID WASTE MANAGEMENT IN GWALIOR CITY, INDIA  MUNICIPAL SOLID WASTE MANAGEMENT IN GWALIOR CITY, INDIA
MUNICIPAL SOLID WASTE MANAGEMENT IN GWALIOR CITY, INDIA Dr. Naveen BP
 
STATUS OF SOLID WASTE MANAGEMENT IN BANGALORE & REVIEW OF SOLID WASTE TECHNIQ...
STATUS OF SOLID WASTE MANAGEMENT IN BANGALORE & REVIEW OF SOLID WASTE TECHNIQ...STATUS OF SOLID WASTE MANAGEMENT IN BANGALORE & REVIEW OF SOLID WASTE TECHNIQ...
STATUS OF SOLID WASTE MANAGEMENT IN BANGALORE & REVIEW OF SOLID WASTE TECHNIQ...Dr. Naveen BP
 
STABILIZATION OF WASTE DUMP USING FLYASH
STABILIZATION OF WASTE DUMP USING FLYASHSTABILIZATION OF WASTE DUMP USING FLYASH
STABILIZATION OF WASTE DUMP USING FLYASHDr. Naveen BP
 
Numerical Simulation of Pile using PLAXIS
Numerical Simulation of Pile using PLAXISNumerical Simulation of Pile using PLAXIS
Numerical Simulation of Pile using PLAXISDr. Naveen BP
 
CHARACTERISTICS OF THE LEACHATE FROM MSW LANDFILL,BANGALORE
CHARACTERISTICS OF THE LEACHATE FROM MSW LANDFILL,BANGALORE CHARACTERISTICS OF THE LEACHATE FROM MSW LANDFILL,BANGALORE
CHARACTERISTICS OF THE LEACHATE FROM MSW LANDFILL,BANGALORE Dr. Naveen BP
 
Seismic behaviour of geosynthetic reinforced municipal solid waste landfills
Seismic behaviour of geosynthetic reinforced municipal solid waste landfillsSeismic behaviour of geosynthetic reinforced municipal solid waste landfills
Seismic behaviour of geosynthetic reinforced municipal solid waste landfillsDr. Naveen BP
 
" Disposal options for solid waste of Bangalore city based on its characteris...
" Disposal options for solid waste of Bangalore city based on its characteris..." Disposal options for solid waste of Bangalore city based on its characteris...
" Disposal options for solid waste of Bangalore city based on its characteris...Dr. Naveen BP
 
Waste materials in Geon environmental applications
Waste materials in Geon environmental applicationsWaste materials in Geon environmental applications
Waste materials in Geon environmental applicationsDr. Naveen BP
 

More from Dr. Naveen BP (20)

COMBUSTION_AND_INCINERATION_PROCESSES.pdf
COMBUSTION_AND_INCINERATION_PROCESSES.pdfCOMBUSTION_AND_INCINERATION_PROCESSES.pdf
COMBUSTION_AND_INCINERATION_PROCESSES.pdf
 
down to earth
down to earth down to earth
down to earth
 
Cover page
Cover pageCover page
Cover page
 
Mavallipura’s water is unfit for drinking - Bangalore Mirror
Mavallipura’s water is unfit for drinking - Bangalore MirrorMavallipura’s water is unfit for drinking - Bangalore Mirror
Mavallipura’s water is unfit for drinking - Bangalore Mirror
 
Case Study - PotY Geotechnical winner
Case Study - PotY Geotechnical winnerCase Study - PotY Geotechnical winner
Case Study - PotY Geotechnical winner
 
CEAI
CEAICEAI
CEAI
 
LANDFILL LEACHATE POSES THREAT TO THE ENVIRONMENT_ STUDY
LANDFILL LEACHATE POSES THREAT TO THE ENVIRONMENT_ STUDYLANDFILL LEACHATE POSES THREAT TO THE ENVIRONMENT_ STUDY
LANDFILL LEACHATE POSES THREAT TO THE ENVIRONMENT_ STUDY
 
Landfill leachate poses threat to environment - Times of India
Landfill leachate poses threat to environment - Times of IndiaLandfill leachate poses threat to environment - Times of India
Landfill leachate poses threat to environment - Times of India
 
INFLUENCE OF LEACHATE MIGRATION ON GROUND WATER QUALITY
INFLUENCE OF LEACHATE MIGRATION ON GROUND WATER QUALITY INFLUENCE OF LEACHATE MIGRATION ON GROUND WATER QUALITY
INFLUENCE OF LEACHATE MIGRATION ON GROUND WATER QUALITY
 
CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROUN...
CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROUN...CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROUN...
CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROUN...
 
Advanced Geophysical Characterization for Evaluating Dynamic Properties of MS...
Advanced Geophysical Characterization for Evaluating Dynamic Properties of MS...Advanced Geophysical Characterization for Evaluating Dynamic Properties of MS...
Advanced Geophysical Characterization for Evaluating Dynamic Properties of MS...
 
CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROU...
 CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROU... CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROU...
CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROU...
 
MUNICIPAL SOLID WASTE MANAGEMENT IN GWALIOR CITY, INDIA
MUNICIPAL SOLID WASTE MANAGEMENT IN GWALIOR CITY, INDIA  MUNICIPAL SOLID WASTE MANAGEMENT IN GWALIOR CITY, INDIA
MUNICIPAL SOLID WASTE MANAGEMENT IN GWALIOR CITY, INDIA
 
STATUS OF SOLID WASTE MANAGEMENT IN BANGALORE & REVIEW OF SOLID WASTE TECHNIQ...
STATUS OF SOLID WASTE MANAGEMENT IN BANGALORE & REVIEW OF SOLID WASTE TECHNIQ...STATUS OF SOLID WASTE MANAGEMENT IN BANGALORE & REVIEW OF SOLID WASTE TECHNIQ...
STATUS OF SOLID WASTE MANAGEMENT IN BANGALORE & REVIEW OF SOLID WASTE TECHNIQ...
 
STABILIZATION OF WASTE DUMP USING FLYASH
STABILIZATION OF WASTE DUMP USING FLYASHSTABILIZATION OF WASTE DUMP USING FLYASH
STABILIZATION OF WASTE DUMP USING FLYASH
 
Numerical Simulation of Pile using PLAXIS
Numerical Simulation of Pile using PLAXISNumerical Simulation of Pile using PLAXIS
Numerical Simulation of Pile using PLAXIS
 
CHARACTERISTICS OF THE LEACHATE FROM MSW LANDFILL,BANGALORE
CHARACTERISTICS OF THE LEACHATE FROM MSW LANDFILL,BANGALORE CHARACTERISTICS OF THE LEACHATE FROM MSW LANDFILL,BANGALORE
CHARACTERISTICS OF THE LEACHATE FROM MSW LANDFILL,BANGALORE
 
Seismic behaviour of geosynthetic reinforced municipal solid waste landfills
Seismic behaviour of geosynthetic reinforced municipal solid waste landfillsSeismic behaviour of geosynthetic reinforced municipal solid waste landfills
Seismic behaviour of geosynthetic reinforced municipal solid waste landfills
 
" Disposal options for solid waste of Bangalore city based on its characteris...
" Disposal options for solid waste of Bangalore city based on its characteris..." Disposal options for solid waste of Bangalore city based on its characteris...
" Disposal options for solid waste of Bangalore city based on its characteris...
 
Waste materials in Geon environmental applications
Waste materials in Geon environmental applicationsWaste materials in Geon environmental applications
Waste materials in Geon environmental applications
 

Recently uploaded

RS Khurmi Machine Design Clutch and Brake Exercise Numerical Solutions
RS Khurmi Machine Design Clutch and Brake Exercise Numerical SolutionsRS Khurmi Machine Design Clutch and Brake Exercise Numerical Solutions
RS Khurmi Machine Design Clutch and Brake Exercise Numerical SolutionsAtif Razi
 
BRAKING SYSTEM IN INDIAN RAILWAY AutoCAD DRAWING
BRAKING SYSTEM IN INDIAN RAILWAY AutoCAD DRAWINGBRAKING SYSTEM IN INDIAN RAILWAY AutoCAD DRAWING
BRAKING SYSTEM IN INDIAN RAILWAY AutoCAD DRAWINGKOUSTAV SARKAR
 
Top 13 Famous Civil Engineering Scientist
Top 13 Famous Civil Engineering ScientistTop 13 Famous Civil Engineering Scientist
Top 13 Famous Civil Engineering Scientistgettygaming1
 
NO1 Pandit Amil Baba In Bahawalpur, Sargodha, Sialkot, Sheikhupura, Rahim Yar...
NO1 Pandit Amil Baba In Bahawalpur, Sargodha, Sialkot, Sheikhupura, Rahim Yar...NO1 Pandit Amil Baba In Bahawalpur, Sargodha, Sialkot, Sheikhupura, Rahim Yar...
NO1 Pandit Amil Baba In Bahawalpur, Sargodha, Sialkot, Sheikhupura, Rahim Yar...Amil baba
 
Event Management System Vb Net Project Report.pdf
Event Management System Vb Net  Project Report.pdfEvent Management System Vb Net  Project Report.pdf
Event Management System Vb Net Project Report.pdfKamal Acharya
 
Democratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek AryaDemocratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek Aryaabh.arya
 
ENERGY STORAGE DEVICES INTRODUCTION UNIT-I
ENERGY STORAGE DEVICES  INTRODUCTION UNIT-IENERGY STORAGE DEVICES  INTRODUCTION UNIT-I
ENERGY STORAGE DEVICES INTRODUCTION UNIT-IVigneshvaranMech
 
KIT-601 Lecture Notes-UNIT-4.pdf Frequent Itemsets and Clustering
KIT-601 Lecture Notes-UNIT-4.pdf Frequent Itemsets and ClusteringKIT-601 Lecture Notes-UNIT-4.pdf Frequent Itemsets and Clustering
KIT-601 Lecture Notes-UNIT-4.pdf Frequent Itemsets and ClusteringDr. Radhey Shyam
 
Pharmacy management system project report..pdf
Pharmacy management system project report..pdfPharmacy management system project report..pdf
Pharmacy management system project report..pdfKamal Acharya
 
Automobile Management System Project Report.pdf
Automobile Management System Project Report.pdfAutomobile Management System Project Report.pdf
Automobile Management System Project Report.pdfKamal Acharya
 
KIT-601 Lecture Notes-UNIT-3.pdf Mining Data Stream
KIT-601 Lecture Notes-UNIT-3.pdf Mining Data StreamKIT-601 Lecture Notes-UNIT-3.pdf Mining Data Stream
KIT-601 Lecture Notes-UNIT-3.pdf Mining Data StreamDr. Radhey Shyam
 
Natalia Rutkowska - BIM School Course in Kraków
Natalia Rutkowska - BIM School Course in KrakówNatalia Rutkowska - BIM School Course in Kraków
Natalia Rutkowska - BIM School Course in Krakówbim.edu.pl
 
Architectural Portfolio Sean Lockwood
Architectural Portfolio Sean LockwoodArchitectural Portfolio Sean Lockwood
Architectural Portfolio Sean Lockwoodseandesed
 
Immunizing Image Classifiers Against Localized Adversary Attacks
Immunizing Image Classifiers Against Localized Adversary AttacksImmunizing Image Classifiers Against Localized Adversary Attacks
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
 
The Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdfThe Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdfPipe Restoration Solutions
 
Digital Signal Processing Lecture notes n.pdf
Digital Signal Processing Lecture notes n.pdfDigital Signal Processing Lecture notes n.pdf
Digital Signal Processing Lecture notes n.pdfAbrahamGadissa
 
RESORT MANAGEMENT AND RESERVATION SYSTEM PROJECT REPORT.pdf
RESORT MANAGEMENT AND RESERVATION SYSTEM PROJECT REPORT.pdfRESORT MANAGEMENT AND RESERVATION SYSTEM PROJECT REPORT.pdf
RESORT MANAGEMENT AND RESERVATION SYSTEM PROJECT REPORT.pdfKamal Acharya
 
ASME IX(9) 2007 Full Version .pdf
ASME IX(9)  2007 Full Version       .pdfASME IX(9)  2007 Full Version       .pdf
ASME IX(9) 2007 Full Version .pdfAhmedHussein950959
 
Toll tax management system project report..pdf
Toll tax management system project report..pdfToll tax management system project report..pdf
Toll tax management system project report..pdfKamal Acharya
 

Recently uploaded (20)

RS Khurmi Machine Design Clutch and Brake Exercise Numerical Solutions
RS Khurmi Machine Design Clutch and Brake Exercise Numerical SolutionsRS Khurmi Machine Design Clutch and Brake Exercise Numerical Solutions
RS Khurmi Machine Design Clutch and Brake Exercise Numerical Solutions
 
BRAKING SYSTEM IN INDIAN RAILWAY AutoCAD DRAWING
BRAKING SYSTEM IN INDIAN RAILWAY AutoCAD DRAWINGBRAKING SYSTEM IN INDIAN RAILWAY AutoCAD DRAWING
BRAKING SYSTEM IN INDIAN RAILWAY AutoCAD DRAWING
 
Top 13 Famous Civil Engineering Scientist
Top 13 Famous Civil Engineering ScientistTop 13 Famous Civil Engineering Scientist
Top 13 Famous Civil Engineering Scientist
 
NO1 Pandit Amil Baba In Bahawalpur, Sargodha, Sialkot, Sheikhupura, Rahim Yar...
NO1 Pandit Amil Baba In Bahawalpur, Sargodha, Sialkot, Sheikhupura, Rahim Yar...NO1 Pandit Amil Baba In Bahawalpur, Sargodha, Sialkot, Sheikhupura, Rahim Yar...
NO1 Pandit Amil Baba In Bahawalpur, Sargodha, Sialkot, Sheikhupura, Rahim Yar...
 
Event Management System Vb Net Project Report.pdf
Event Management System Vb Net  Project Report.pdfEvent Management System Vb Net  Project Report.pdf
Event Management System Vb Net Project Report.pdf
 
Democratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek AryaDemocratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek Arya
 
ENERGY STORAGE DEVICES INTRODUCTION UNIT-I
ENERGY STORAGE DEVICES  INTRODUCTION UNIT-IENERGY STORAGE DEVICES  INTRODUCTION UNIT-I
ENERGY STORAGE DEVICES INTRODUCTION UNIT-I
 
KIT-601 Lecture Notes-UNIT-4.pdf Frequent Itemsets and Clustering
KIT-601 Lecture Notes-UNIT-4.pdf Frequent Itemsets and ClusteringKIT-601 Lecture Notes-UNIT-4.pdf Frequent Itemsets and Clustering
KIT-601 Lecture Notes-UNIT-4.pdf Frequent Itemsets and Clustering
 
Pharmacy management system project report..pdf
Pharmacy management system project report..pdfPharmacy management system project report..pdf
Pharmacy management system project report..pdf
 
Automobile Management System Project Report.pdf
Automobile Management System Project Report.pdfAutomobile Management System Project Report.pdf
Automobile Management System Project Report.pdf
 
KIT-601 Lecture Notes-UNIT-3.pdf Mining Data Stream
KIT-601 Lecture Notes-UNIT-3.pdf Mining Data StreamKIT-601 Lecture Notes-UNIT-3.pdf Mining Data Stream
KIT-601 Lecture Notes-UNIT-3.pdf Mining Data Stream
 
Natalia Rutkowska - BIM School Course in Kraków
Natalia Rutkowska - BIM School Course in KrakówNatalia Rutkowska - BIM School Course in Kraków
Natalia Rutkowska - BIM School Course in Kraków
 
Architectural Portfolio Sean Lockwood
Architectural Portfolio Sean LockwoodArchitectural Portfolio Sean Lockwood
Architectural Portfolio Sean Lockwood
 
Immunizing Image Classifiers Against Localized Adversary Attacks
Immunizing Image Classifiers Against Localized Adversary AttacksImmunizing Image Classifiers Against Localized Adversary Attacks
Immunizing Image Classifiers Against Localized Adversary Attacks
 
The Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdfThe Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdf
 
Digital Signal Processing Lecture notes n.pdf
Digital Signal Processing Lecture notes n.pdfDigital Signal Processing Lecture notes n.pdf
Digital Signal Processing Lecture notes n.pdf
 
Standard Reomte Control Interface - Neometrix
Standard Reomte Control Interface - NeometrixStandard Reomte Control Interface - Neometrix
Standard Reomte Control Interface - Neometrix
 
RESORT MANAGEMENT AND RESERVATION SYSTEM PROJECT REPORT.pdf
RESORT MANAGEMENT AND RESERVATION SYSTEM PROJECT REPORT.pdfRESORT MANAGEMENT AND RESERVATION SYSTEM PROJECT REPORT.pdf
RESORT MANAGEMENT AND RESERVATION SYSTEM PROJECT REPORT.pdf
 
ASME IX(9) 2007 Full Version .pdf
ASME IX(9)  2007 Full Version       .pdfASME IX(9)  2007 Full Version       .pdf
ASME IX(9) 2007 Full Version .pdf
 
Toll tax management system project report..pdf
Toll tax management system project report..pdfToll tax management system project report..pdf
Toll tax management system project report..pdf
 

Pc x-2019 adebayo-56

  • 1. See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/334696058 APPLICATION OF CONVENTIONAL GEOPHYSICAL METHOD IN INVESTIGATING AND CHARACTERIZING LANDFILLS Article  in  Petroleum and Coal · July 2019 CITATIONS 0 READS 80 Some of the authors of this publication are also working on these related projects: analysis of aeromagnetic data View project impact of unemployment on economic growth View project All content following this page was uploaded by Lawal Lanre Adebayo on 26 July 2019. The user has requested enhancement of the downloaded file.
  • 2. Petroleum and Coal Pet Coal (2019); 61(4) xxx-yyy ISSN 1337-7027 an open access journal Article Open Access 1 APPLICATION OF CONVENTIONAL GEOPHYSICAL METHOD IN INVESTIGATING AND2 CHARACTERIZING LANDFILLS3 4 Lawal L. Adebayo*, Fatai A. Wahaab, Sulaiman K. Lawal5 6 Department of Physics and Material Science, Kwara State University, Malete, Nigeria7 8 Received April 1, 2019; Accepted June 13, 20199 10 11 Abstract12 The geophysical investigation was conducted using integrated Wenner-Schlumberger Array to13 determine the extent of waste on soil and groundwater around Madi area of Ilorin West L.G.A of Kwara14 State, Nigeria. 2-D resistivity meter with a digital read out resistivity meter (ABEM SAS 1000) was15 used to acquire data on the study area. Contaminant leachate plume was delineated with both electrical16 sounding curve 1-D and 2-D resistivity sections as low resistivity zones. The results are presented in17 terms of resistivity, thickness, and depth (1-D). The 2-D sections are identified as bluish zones of lower18 resistivity (less than 17Ωm–36Ωm) with the depth ranging from 5 m to 40 m. The result of the electrical19 resistivity survey also showed three layers of geo-electric sections and an H type sounding curve.20 Groundwater at 5 m and above will pose a major threat to the health of the inhabitants of the study21 area due to contaminant leaching.22 Keywords: Landfill gas; Geo-electric; Wenner-Schlumberger array; Resistivity; Contaminant plume.23 24 1. Introduction25 Water is one of the most valuable natural resources vital to the existence of any form of26 life. Groundwater is widely distributed under the ground, and it is replenished resource unlike27 other resources of the Earth. Groundwater has become immensely important for human water28 supply in urban and rural areas in developed and developing nations alike [3] . Groundwater29 contamination can occur in many ways and from many sources, both natural and humanly30 induced. Groundwater commonly contains one or more naturally occurring chemicals, leached31 from soil or rocks by percolating water, in concentrations that impair its uses. Water can be32 contaminated from the smallest activities, throwing plastics into the body of water, throwing33 the trash into a river, dumping oil into streams, improper disposal of wastes all this leads to34 water contamination.35 Much geophysical technique has subsequently been used for groundwater characterization,36 but the greatest success has been shown with the electrical and electromagnetic method [4] .37 In the electrical resistivity method, direct current or low-frequency alternating current is applied38 at the ground surface, and the potential difference is measured between two points. Variations39 in resistance to current flow at depth cause distinctive variations in the potential difference40 measurements, which provide information on subsurface structure and materials [5] . Ohm’s41 law ratio given by equation (1) is the governing principle of the electrical resistivity method.42 ρ 𝑎 = 2π𝑘 𝑉 I (1) where ρa is the apparent resistivity (Ωm) which is equivalent to the resistivity of an electrically43 homogenous and isotropic half-space earth; I the applied current (A); V the measured poten-44 tial gradient and k is the geometric factor in (Ωm) which depends on the electrode array45 configuration. For the Wenner-Schlumberger array employed in this research, the apparent46 resistivity equation becomes equation (2) [6] , which corresponds to the arrangement in Figure 1.47 ρ 𝑎 = πan(n + 1) 𝑉 I (2)
  • 3. Petroleum and Coal Pet Coal (2019); 61(4): xxx-yyy ISSN 1337-7027 an open access journal 48 Figure 1. Schematic of Wenner-Schlumberger electrode array configuration [1] 49 Numerous geophysical investigations have been carried out in different parts of the world50 for groundwater investigation. Etu-Efeotor et al. [7] , Amadi et al. [8] , and Ugwu & Nwosu [9] 51 carried out studies in various parts of Rivers State. Ehrim et al. [10] carried out a geophysical52 and hydro-physiochemical study of the contaminant impact of a solid waste landfill (SWL) in53 Port Harcourt municipality, Nigeria and concluded that the contamination of ground water and54 soil is dominantly by landfill gases, while the excessive amounts of microorganisms is an in-55 dication of leachate contamination. Previous research work at a public dumpsite in Ita-amo56 Ilorin, Kwara State has indicated the direction of groundwater flow through the aid of surface57 topography. The presence of leachate and their pattern of migration using electrical resistivity58 method in the study area have also been previously outlined. Several other studies have in-59 vestigated [11-14] have investigated the possibility of producing gas from old municipal landfill60 as an alternative form of energy.61 The study area (Abandoned Ita-Amo waste disposal site, Ilorin) is located within latitude 80 25’N and 80 30’N, and longitude 40 20’E and 40 30’E as outlined in Figure 2. The approximate area extent of the dumpsite is 3.63 × 106 𝑚2 with average dump thick- ness of 7_ 9 m. Geologically, the area lies in the Precambrian base- ment complex of southwestern Ni- geria and is underlain by the rock of metamorphic and igneous type [15] . However, weathered lateritic soils are predominant in the study area. Also, intrusive and extrusive conglomerate lateritic rocks are present in Figure 3(b). Fig. 2. Please add ext 62 63
  • 4. Petroleum and Coal Pet Coal (2019); 61(4): xxx-yyy ISSN 1337-7027 an open access journal 64 65 Figure 2. Pictures from the study area. (a) Data acquisition process at the study area, showing cable66 reel, electrode and resistivity meter (ABEM SAS 1000) (b) Rock formation in the study area67 2. Experimental68 The geo-electric resistivity field survey was carried out to obtain the apparent resistivity69 data around the Ita-Amo dumpsite. Wenner-Schlumberger electrode array was employed be-70 cause of its moderate sensitivity to both horizontal and vertical variations in the apparent71 resistivity of the subsurface. This was used to characterize the various lithological units and,72 to determine the depth to the water table, the extent of percolation (depth) of contaminants,73 and migration path of contaminants. The two outer electrodes are the current electrode, and74 two inner ones are the potential electrode, but unlike other configurations, equal spacing does75 not exist between the four electrodes as illustrated by76 Wenner-Schlumberger configuration with maximum current electrode separation (AB/2) of77 90m was employed. This method consists of four electrodes like all other types of Wenner78 configurations. However, there exist equal spacing between the first two electrodes and the79 last two electrodes.80 A total of four profile were selected, each consisting of ten sounding points. Two of these81 traverses were chosen at the northward axis of the dumpsite. The first of the northern axis82 traverse was 3m away from the dumpsite and the second was 13m away from the dumpsite83 with profile lines oriented in the east-west direction. The profile lines covered a length of84 200m with inter stations of 20m. The third and fourth profile were oriented in the north-85 south and west-east directions, respectively with a sounding point interval of 30m as depicted86 by Figure 4: Profile line of the sounding points.87 88 Figure 3. Profile line of the sounding points89
  • 5. Petroleum and Coal Pet Coal (2019); 61(4): xxx-yyy ISSN 1337-7027 an open access journal 3. Results and discussion90 The topographic map of the area was obtained by analyzing the coordinates data obtained91 through the Global Positioning System (GPS). The obtained data were processed using Surfer92 8. The result from the software revealed that the dumpsite area is fairly-undulated and sloped93 towards the north-western axis of the neighboring environment with elevation ranging from94 308_ 330 m illustrated by the topography (Figure 4) and contour map (Figure 5).95 96 Figure 4. Topography of the study area97 98 Figure 5. Contour map of the study area99 The field curves and the interpreted 1D models are presented in. The curves show a char-100 acteristic type H curve across the dumpsite (Figure 6). The 2-D pseudosections map out zones101 of high and low resistivity. Comparing the pseudosections along with each profile, we could102 identify the drift pattern of the contaminant plume, the depth of the plume and other charac-103 teristics across each profile.104
  • 6. Petroleum and Coal Pet Coal (2019); 61(4): xxx-yyy ISSN 1337-7027 an open access journal 105 Figure 6. Observed and calculated apparent resistivity value in 1D at a VES point106 Profile 1 is located 3m away from the dumpsite, and it is 16m away from community set-107 tlement near the dumpsite. The average elevation along this profile is 307.3m. The contami-108 nant is highly concentrated along with this domain of the dumpsite.2D shows that the con-109 taminant plume is drifting from the southern to the northern axis. This shows that the con-110 taminant is drifting toward the settlements enveloping the dumpsite. The apparent resistivity111 value ranges from 30–606 Ωm. Zones of high resistivity value ranging from 134–606 Ωm112 existed near the surface. Underlying the zone of a high resistive chemical compound is the113 zone of low resistivity (less dense zone) with resistivity value ranging from 36–121 Ωm with114 the depth ranging from 1.5–30 m.115 Profile 2 is located 13m away from the dumpsite and 6m away from a settlement near the116 dumpsite. It was parallel to profile 1 and has a separation distance of 10m. The average117 elevation along this profile is 314.94m. The contaminant is highly concentrated along this axis118 of the dumpsite. 2D Pseudosection maintains the pattern of contaminant drift as depicted in119 profile 1. The apparent resistivity value is ranging from 13–4014 Ωm. Zones of high resistivity120 values range from 148Ωm–4014Ωm exists near the surface. Underlying the zone of a high121 resistive chemical compound is the zone of low resistivity (less dense zone) with resistivity122 value ranging from (14Ωm-148Ωm) with the depth ranging from 1.5–32 m (Figure 7).123 The average elevation along profile 3 is 311.45m. The apparent resistivity value is ranging124 from 64–712 Ωm. Zone of highly resistivity value ranges from 124 – 712 Ωm existed near the125 surface. Underlying the zone of a high resistive chemical compound is the zone of low resis-126 tivity (less dense zone) with resistivity value ranging from 64 – 124 Ωm with the depth ranging127 from 1.5 - 38 m (Figure 8).128 Profile 4 is along the entrance of the dumpsite. The average elevation along this profile is129 317.64m.2-D Pseudosection shows that the contaminant plume is not concentrated along this130 axis; therefore, we may assume this profile to be the true resistivity of the surroundings. The131 apparent resistivity value is ranging from 27 -1200 Ωm. Zone of high resistivity value ranges132 from 114 – 1200 Ωm existed near the surface. Underlying the zone of the high resistive struc-133 ture is the zone of low resistivity (less dense zone) with resistivity value ranging from 27 – 77134 Ωm with the depth ranging from 1.5 – 23 m. between the high resistive chemical compound135 and the low resistive zone are sands of varying sizes and thickness. The bluish portion shows136 zone of low resistivity (contaminant leachate plume), red to brownish portion shows zone of137 high resistivity (solid waste and maybe lateritic soil or rock) and the yellow portion shows zone138 of water bearing (sands). The migration of the leachate to the bottom is an indication that it139 is denser.140
  • 7. Petroleum and Coal Pet Coal (2019); 61(4): xxx-yyy ISSN 1337-7027 an open access journal 141 Figure 7. 2D Pseudosection showing profile 2142 143 Figure 8. 2D Pseudosection showing profile 3144 4. Conclusion145 High and low resistive zones were identified in the study area (Ita-Amo dumpsite). The high146 resistive areas may indicate gravel, sand and rock fragments lying on top of elevated solid147 rock, while the low resistive areas indicate areas where the host rock has been hampered by148 faulting, void, and fracture. The very low resistive with high conductivity contains contaminant149 plume due to percolation of leachate (heavy metals, toxic chemical and carcinogenic), making150 the area less resistive to electrical current. Contaminants occur at depths between 0_ 30 m,151 and the migration path of the plume is toward the north-west direction. The more detailed152 geochemical and biological investigation should be conducted for water obtained at this site153 for precise characterization of the contaminant. Borehole exceeding 30 m depth should be dug154 in this settlement if there is no alternative water source.155 156
  • 8. Petroleum and Coal Pet Coal (2019); 61(4): xxx-yyy ISSN 1337-7027 an open access journal Acknowledgement157 The authors would like to appreciate the entire staff of Physics and Material Science department of158 Kwara State University for their support during the cause of this project.159 References160 [1] Ekinci YL, Türkeş M, Demirci A, and Erginal AE. Shallow and deep-seated regolith slides on deforested slopes in Çanakkale, NW Turkey. Geomorphology, 2013; 201: 70-79. [2] Ifabiyi I, Ashaolu E, and Omotosho O. Hydrogeological Characteristics of Groundwater Yield in Shallow Wells of the Regolith Aquifer: a Study from Ilorin, Nigeria. Momona Ethiopian Journal of Science, 2016; 8(1): 23-36. [3] Omosuyi G. Geoelectric assessment of groundwater prospect and vulnerability of overburden aquifers at Idanre, southwestern Nigeria. Ozean Journal Of Applied Sciences, 2010; 3(1): 19-28. [4] Eke K, and Igboekwe M. Geoelectric investigation of groundwater in some villages in Ohafia Locality, Abia State, Nigeria. British Journal of Applied Science & Technology, 2011; 1(4): 190. [5] Burger HR, Sheehan AF, and Jones CH. Introduction to applied geophysics: Exploring the shallow subsurface. WW Norton, 2006, ISBN-13: 978-0393926378. [6] Wightman W, Jalinoos F, Sirles P, and Hanna K. Application of geophysical methods to high- way related problems. Blackhawk GeoSciences, A Division Of Blackhawk GeoServices 2004. http://www.ce.memphis.edu/7137/PDFs/Geophysical/geotechPdf.pdf [7] Etu-Efeotor J, and Odigi M. Water supply problems in the eastern Niger Delta. Journal of Mining and Geology, 1983; 20(1-2): 183-193. [8] Amadi U, and Amadi P. Salt water migration in the coastal aquifers of southern Nigeria. J Min Geol, 1990; 26: 35-44. [9] Ugwu S, and Nwosu J. Effect of waste dumps on groundwater in Choba using geophysical method. Journal of Applied Sciences and Environmental Management, 2009; 13(1): 85-89. [10] Ehirim C, Ebeniro J, and Olanegan O. A geophysical investigation of solid waste landfill using 2-D resistivity imaging and vertical electrical sounding methods in Port Harcourt municipality, Rivers State, Nigeria. The Pacific Journal of Science and Technology, 2009; 10(2): 604-613. [11] Hayati A, Emalya N, Munawar E, Schwarzböck T, Lederer J, and Fellner J. Analysis the poten- tial gas production of old municipal solid waste landfill as an alternative energy source: Pre- liminary results. in IOP Conference Series: Materials Science and Engineering, 2018; 334(1): 012031. [12] Njoku PO, Odiyo JO, Durowoju OS, and Edokpay JN. A Review of Landfill Gas Generation and Utilisation in Africa. Open Environmental Sciences, 2018; 10(1): please page numbers . [13] Siddiqui FZ, Zaidi S, Pandey S, and Khan ME. Review of past research and proposed action plan for landfill gas-to-energy applications in India. Waste Management & Research, 2013; 31(1): 3-22. [14] Idehai IM, and Akujieze CN. Estimation of landfill gas and its renewable energy potential in Lagos, Nigeria. International Journal of Energy and Environmental Engineering, 2015; 6(3): 329-343. [15] Zonge K, Wynn J, and Urquhart S. Resistivity, induced polarization, and complex resistivity. in Near-surface geophysics: Society of Exploration Geophysicists, 2005; pp. 265-300. 161 162 To whom correspondence should be addressed: Dr. Lawal L. Adebayo, Department of Physics and Material Science,163 Kwara State University, Malete, Nigeria, E-mail: adebayolawallanre@yahoo.com164 View publication statsView publication stats