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INTEGRATED ASSESSMENTS OF POSSIBLE EFFECTS OF HYDROCARBON AND SALT WATER INTRUSION ON THE GROUNDWATER OF IGANMU AREA OF LAGOS METROPOLIS, SOUTHWESTERN NIGERIA

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  • The Federal University of Technology Akure

Abstract and Figures

Vertical electrical sounding (VES) and Induced Polarisation (IP) methods of geophysical survey were incorporated with physiochemical analysis of well water samples to determine vertical extent of petroleum-product contamination in subsurface soils and groundwater from bulk-fuel storage and distribution terminals in Iganmu area of Lagos. Interpreted results of VES and IP revealed four geoelectric layers. Clay with resistivity and IP values ranging from 1.5-14 Qm and 50 - 400mV/V respectively was encountered at the last layer penetrated by the survey except in four VES stations where the clay horizon was delineated at the third layer. This implies that subsurface aquifer is sealed by impervious layer which possibly prevents it from being contaminated by hydrocarbon and other refuse materials from the surface. Borehole log and electrical resistivity survey from a control site within the area were also incorporated with the geophysical measurements and these confirm lithologic similarity and the presence of a sealant above the aquifer layer. In addition to this, the results of the physical and geochemical analyses carried out on groundwater samples from shallow wells within the pack show very negligible level of hydrocarbon contamination which has no serious environmental implications on subsurface water in the area. However, electrical conductivity, salinity and TDS values obtained show high level of dissolved minerals (salts) making the water highly saline and unsuitable for drinking being far above recommended values for drinking water. We thus inferred that Lagos lagoon must have invaded the aquifer in some places leading to high salinity observed.
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EARTH SCIENCES
RESEARCH JOURNAL
Earth Sci. Res. J. Vol. 14, No. 1 (June 2010): 100-110
INTEGRATED ASSESSMENTS OF POSSIBLE EFFECTS
OF HYDROCARBON AND SALT WATER INTRUSION
ON THE GROUNDWATER OF IGANMU AREA OF LAGOS
METROPOLIS, SOUTHWESTERN NIGERIA
Ayolabi, Elijah A., Folorunso, Adetayo F. And Obende Phillips W.
Department of Geosciences, University of Lagos, Lagos, Nigeria
Corresponding e-mails: eojelabi@yahoo.com, detayof@yahoo.com
ABSTRACT
Vertical electrical sounding (VES) and Induced Polarisation (IP) methods of geophysical survey were incorporated with
physiochemical analysis of well water samples to determine vertical extent of petroleum-product contamination in subsurface
soils and groundwater from bulk-fuel storage and distribution terminals in Iganmu area of Lagos. Interpreted results of VES
and IP revealed four geoelectric layers. Clay with resistivity and IP values ranging from 1.5 – 14 Wm and 50 – 400mV/V re-
spectively was encountered at the last layer penetrated by the survey except in four VES stations where the clay horizon was
delineated at the third layer. This implies that subsurface aquifer is sealed by impervious layer which possibly prevents it from
being contaminated by hydrocarbon and other refuse materials from the surface. Borehole log and electrical resistivity survey
from a control site within the area were also incorporated with the geophysical measurements and these confirm lithologic sim-
ilarity and the presence of a sealant above the aquifer layer. In addition to this, the results of the physical and geochemical anal-
yses carried out on groundwater samples from shallow wells within the pack show very negligible level of hydrocarbon
contamination which has no serious environmental implications on subsurface water in the area. However, electrical conduc-
tivity, salinity and TDS values obtained show high level of dissolved minerals (salts) making the water highly saline and un-
suitable for drinking being far above recommended values for drinking water. We thus inferred that Lagos lagoon must have
invaded the aquifer in some places leading to high salinity observed.
Key words:contamination, hydrocarbon, electrical resistivity, physiochemical, IP sounding.
RESUMEN
Los métodos de Sondeo Eléctrico Vertical (VES) y Polarización Inducida (IP) se incorporaron al análisis físico-químico de las
muestras de agua de pozo para determinar la extensión vertical de contaminación por petróleo en el subsuelo y las aguas
subterráneas desde los almacenamientos de combustible y terminales de distribución en Iganmu, en la zona de Lagos. La
interpretación de resultados de VES yIP revelaron cuatro capas geo-eléctricas. Arcilla con resistividad y valores IP que van
desde 1,5 hasta 14 Wm y 50 - 400 mV / V respectivamente, fue encontrada en la última capa alcanzada por el estudio, excepto
en cuatro estaciones de VES, donde se delineó el horizonte de arcilla en la tercera capa. Esto implica que los acuíferos del
100
Manuscript received: 05/03/2010
Accepted for publication: 28/05/2010
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subsuelo están sellados por una capa impermeable que posiblemente impide que sean contaminados por hidrocarburos y otros
materiales desechos de la superficie. Los registros de pozos y la resistividad eléctrica de un sitio de control dentro de la zona
fueron incorporados con las mediciones geofísicas y éstas confirman similitud litológica y la presencia de un sellador encima
de la capa acuífera. En adición, los resultados de los análisis geo-químicos y físicos llevados a cabo en muestras de agua
subterránea de pozos poco profundos dentro del área muestran un nivel insignificante de contaminación por hidrocarburos que
no tiene graves consecuencias medioambientales sobre el agua del subsuelo en la zona. Sin embargo, la conductividad
eléctrica, la salinidad y los valores TDS obtenidos muestran el alto grado de minerales disueltos (sales) haciendo que el agua
sea altamente salina y no apta para beber, ya que está muy por encima de los valores recomendados para ser agua potable. De
esta manera se infiere que la laguna de Lagos ha invadido el acuífero en algunos lugares dando paso a la elevada salinidad
observada.
Palabras clave: contaminación, hidrocarburos, resistividad eléctrica, físico-químico, sondeo por polarización inducida.
1. Introduction
Exploration geochemical methods may not be adequate in
environmental site characterizations. In fact, these methods,
developed and used by the petroleum industry have been de-
scribed as invaluable because most environmental consul-
tants and companies do not use them as the methods are
unfamiliar to environmental scientists and to most regula-
tory agencies (Agostino et al., 2002). Additional informa-
tion that must be integrated with analytical data to better
characterize a site of potential hydrocarbon contamination
include historical data, subsurface geology, hydrology and
geophysical data of environmental importance.
Historical data involve the history of activities that re-
late to the source of the contaminations; and a good under-
standing of the subsurface stratigraphy through which the
contaminants migrate. Hydrology is the scientific study of
water including occurrence, distribution in space and time
and its relation to people and the natural environment. Geo-
physical data sets would help to determine availability of
water in the subsurface strata; its occurrence, quality and
quantity.
Geophysical methods commonly use is the electrical re-
sistivity method which probes far to the subsurface giving
clue to the occurrence, or otherwise, of groundwater; and its
quality and quantity is determined from the measured resis-
tivity values. Though the determination is not in absolute
term but relative through the interpretation of inverted elec-
trical resistivity values compared with established resistivity
values of some common substances. Many authors attest to
the efficiency of vertical electrical sounding (VES) data not
only in exploration but also in the determination and map-
ping of groundwater quality, quantity and pollution
(Atekwana et al., 2003, Shevnin et al., 2005a & 2005b,
Ayolabi et al., 2009).
Additional electrical method employed in this type of
survey includes Induced Polarization (IP). The method is
based on the study of potential measurement observed in
geological formations when direct current is sent into them,
when the current is suddenly switched off, the potential dif-
ference observed between the measuring electrodes does not
vanished instantaneously but gradually dies down in course
of a few seconds or minute. This is the chargeability measure
in millisecond (ms) or in mV/V. For environmental study, it
is noted that saline water prevents IP because of its high con-
ductivity which does not allow for any ion accumulation
(Ayolabi et al., 2009). The data are subjected to qualitative
interpretation with reference to established chargeability of
various materials as shown in Table 1.
Table 1: Chargeability of Various Materials
Materials Chargeability
(MS)
Groundwater 0
Alluvium 1 – 4
Gravels 3 – 9
Precambrian Volcanics 8 – 20
Precambrian Gneisses 6 – 30
Schists 5 – 20
Sandstone 3 – 12
rightArgillites 3 – 10
Quartzite 5 - 12
Source: Murali and Patangay (2006)
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1.1 Background of the Study Area
Iganmu is located within Lagos metropolis. It is located be-
tween latitudes 6.475200to 6.475550N and longitudes
3.366400to 3.37020E (Fig 1). The pack is bulk-fuel storage
and distribution terminals where petroleum products busi-
ness transactions take place. Though a relatively small land-
mass, various activities that pose enormous environmental
challenges are carried out day in day out. These include stor-
ing fuel in surface hydrocarbon reservoir tanks, loading of
fuel by tankers (Lorries), rusting of abandon fuel trucks
(tankers), mixtures of black oil with other substances and
collection of refuse made of various materials dumped by
human being transacting one business or the other at the
pack (Fig 2).
Hydrocarbon pollution here occurred mainly at the sur-
face; however, this may find its way into the subsurface by
percolation through the soil profile in the absence of a seal-
ant such as clay or clayey layer. In addition, the site is
bounded by Lagos lagoon from where it derives salty water
intrusions. Residential and commercial properties are built
around the park. Drops of petroleum products mainly gaso-
line, kerosene, and heavy oil get to the surrounding build-
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AYOLABI, ELIJAH A., FOLORUNSO, ADETAYO F. AND OBENDE PHILLIPS W.Y
10°E
4°E
Niger Republic
Benin Republic
Atlantic Ocean
Lagos
FCT
Camerooms
N
6°N 14°N
2°30’E
2’30’E
0 20 km
6°30’N
Badagry
Atlantic Ocean
Ijanikin
Igando
Mushin
Surulere
Iganmu Badore
Lakowe
Lagos State
Akodo
Epe
Ikeja Ikorodu
Itaikin Eredo
N
Figure 1: Map Showing Iganmu within Lagos State
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ings from run-off during rain and from flow mechanism of
the products. These are widely observed along drainage
paths in the study area.
1.2 Geology
Lagos lies within the Dahomey basin. The basin extends
from the eastern part of Ghana through Togo and Benin Re-
public to the western margin of the Niger Delta (Fig 3). It is
actually the eastern part of the basin that falls within Nigeria
territory and is thus referred to as Eastern Dahomey Basin.
Many workers have described the stratigraphy of the basin
extensively. Jones and Hockey (1964) put the oldest unit as
Abeokuta group which are Maastrichtian in age. However,
Omatshola and Adegoke (1981) divided the group into three
lithologic units: Ise formation made of conglomerates and
grits at the base overlain by coarse to medium grained sands
with interbeded kaolinite; Afowo formation composed of
coarse to medium grained sandstone with interbeded shale,
siltstone and claystone with the sandy facies being tar-bear-
ing while the shale is organic-rich (Enu, 1990); and the Cre-
taceous sediment composed of fine to medium grained
sandstone at the base, overlies by shale, siltstone with
interbeded limestone, marl and lignite called Araromi for-
mation.
Overlying Abeokuta group is Ewekoro formation made
of shaly limestone unit (Adegoke, 1977) the limestone is
highly fossiliforous (Jones and Hockey, 1964) assigned with
Paleocene age. Akinbo formation overlies Ewekoro being
composed of shale and clay sequence (Ogbe, 1972) of
Paleocene to Eocene age. Oshoshun formation is the next
overlying Akinbo formation. It comprises pale greenish grey
laminated phosphate and glauconitic shale which is Eocene
in age. Ilaro formation conformably overlies Oshoshun for-
mation and composes of massive yellowish, poorly consoli-
dated cross-bedded sandstone while the youngest
stratigraphy in the basin is the Benin formation also known
as coastal plain sands (Jones and Hockey, 1964). It consists
of poorly sorted sands with lenses of clays. The age is
Oligocene to Recent.
The exposed rock unit in the study area is the coaster
plain sand or Benin formation consists of poorly sorted
sands with lenses of clays. The sands are in part cross bed-
ded and show transitional to continental characteristics.
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INTEGRATED ASSESSMENTS OF POSSIBLE EFFECTS OF HYDROCARBON AND SALT WATER INTRUSION
ON THE GROUNDWATER OF IGANMU AREA OF LAGOS METROPOLIS, SOUTHWESTERN NIGERIA
(a) (b)
(d)
(c)
Figure 2: Various Activities in the Pack (a) Surface Reservoir Tanks (b) Fuel Tankers loading the products (c) Mixtures of black oil with
several other materials with brackish water on the ground surface (d) Collection of Refuse in the polluted area.
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1.3 Hydrology
The sand, sandy clay and clayey sand deposits of Oligocene
to Recent are the major aquifers in the study area. Individual
boreholes in residential places around the area serve as
sources of potable water for the citizens. Any unconfined
aquifer in the area could easily be infiltrated by the percolat-
ing solutions because of weak protective capacity of the
overlying layers. The area has a saline base whose source is
the Lagos lagoon that infiltrates into the nearby subsurface
strata. Unfortunately, with increasing activities of petroleum
dealers and indiscriminate dumping of refuse in the area, the
groundwater around the vicinity of the pack may be ren-
dered unsuitable for domestic purposes, except for deep
borehole overlain by impermeable layer.
2. Methodology Employed
A holistic method involving electrical resistivity and IP
soundings, study of well log of a drilled water borehole and
physicochemical analysis of two water samples from shal-
low wells within the study area was adopted. A control site
was also chosen. The site – National Theatre – is located on
latitudes 6.471730to 6.471780N and longitudes 3.370110to
3.370210E far away in southeastern side of the main study
area to ensure that it is free from any environmental chal-
lenges the study area might have been subjected to due to
various human activities. The idea was to enable compre-
hensive reports on the environmental condition of the
subsurface water, to ascertain if the hydrocarbon and other
anthropogenic activities at the surface have reflection on the
groundwater and for verification of results. Nine (9) VES
and IP soundings were established in the study area and ad-
ditional two (2) from the control site far from the study area
(Fig 4). The data were collected using ABEM SAS – 1000
Terrameter with schlumberger electrode configuration. A
maximum electrode separation, AB, of 300m was used ow-
ing to non-availability of space and the fact that the study fo-
cuses on shallow depth investigation of few meters below
the surface. For the IP sounding, it is a common practice to
measure it along with resistivity for correct interpretation of
field data (Murali and Patangay, 2006).
104
AYOLABI, ELIJAH A., FOLORUNSO, ADETAYO F. AND OBENDE PHILLIPS W.Y
Figure 3: Geological Map of Main Dahomey Basin (Modified after Billman, 1992).
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Borehole log of a deep well drilled in National Theatre was
obtained and studied alongside the two electrical soundings
conducted within the National Theatre compound for com-
parative study. The idea is to verify the lithologic description
from electrical resistivity and IP surveys since both the study
and control sites are from Iganmu area of Lagos metropolis.
In addition to these, two water samples were collected from
hand-dug wells within the area for physiochemical analysis
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Figure 4: Data Acquisition Map.
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to confirm, or otherwise, if the anthropogenic activities de-
scribed earlier have impacted negatively on water from both
shallow and deep (borehole) well of the area.
3. Results and Discussions
3.1 Electrical Resistivity and IP Results
Quantitative interpretation of the VES data was carried out
in stages: (1) Plotting and smoothing of the apparent resis-
tivity field data curve and removing the noise appropriately;
(2) curve matching the smooth curve on tracing paper using
two layer model master and the corresponding auxiliary
curves (Bhattacharya and Patra, 1968); (3) initial
geoelectrical model(thicknesses and resistivities) emerging
from the previous stage was prepared; and (4) entering the
geoelectrical model into the Vander Velpen (1988)
geoelectric modeling and inversion package. The iteration
was achieved using RESIST software at a minimum root
mean square error. Samples of the curves obtained after the
process are shown in Figure 5.
The IP data were equally plotted against the electrode
spacing and presented as sounding curves (Fig 5). Only
qualitative interpretation is needed here most especially to
differentiate between sand with saline water and clay forma-
tions which give the same signature in resistivity sounding
(Ayolabi et al., 2009)). Murali and Pantangay (2006) noted
that familiarity with the theoretical response over known
geometric bodies and searching for similar characteristics
features in the field data can help in detecting the location,
106
AYOLABI, ELIJAH A., FOLORUNSO, ADETAYO F. AND OBENDE PHILLIPS W.Y
Figure 5: Typical Curves for VES and IP in the Area.
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lateral extent and depth of causative body. This starts with
identifying the anomaly (usually of higher polarisability) on
the background of noise created by surfacial layers and other
formations.
Four (4) geoelectric layers were delineated from the in-
terpreted VES data. Results of the nine VES and IP
soundings were used complimentarily to arrive at the
lithological description inferred in this work. The top soil re-
sistivity and IP values vary from 18 – 244 Wm and 1 – 10
mV/V respectively with a thickness of 0.5 – 0.9 m. This
layer is very sandy having very low IP values allowing per-
colation of liquid or solution. The envisaged pollutant in the
area is a composite one from diverse sources and substances:
hydrocarbon products, refuse comprising waste, metallic
and nonmetallic substances, and other anthropogenically de-
rived materials. Hydrocarbon is an insulator but when occur
with saline water will have resistivity much lower than its
original resistivity (Halliburton, 2001). Hence the resistivity
measured in this work is not on the high side reflecting the
composite nature of the pollutant even though the fuel prod-
ucts littered the surface as shown in Fig 2 previously. Thus,
high resistivity values (133 and 244 Wm) of top soil in VES
stations 3 and 5 could be due to the hydrocarbon pollutant as
observed during the field survey.
The second layer is made of clayey sand having resistiv-
ity and IP values of 50 – 66 Wm and 10 – 100 mV/V respec-
tively, with a thickness range of 1.2 – 2.0 m; and sand bed
containing brackish water with resistivity range of 30 – 66
Wm and IP values of <20 mV/V. It is not unlikely that traces
of hydrocarbon and other pollutants are also encountered in
this layer being overlain by permeable (sandy) formation of
relatively thin thickness but the effect is not prominent from
the electrical resistivity sounding results, however, VES 8
shows traces of hydrocarbon with the resistivity value of 139
Wm. The third layer is interpreted as clay (1.5 – 14 Wm) and
sand formation containing brackish or saline water (4.6 – 9.5
Wm) with IP values of >60 mV/V and < 20 mV/V respec-
tively. The clay horizon in this layer is found to be sealant
for the underlying formations (VES 1,2,3,6 and 7, Fig 6) thus
preventing the aquifer in the area from surface contami-
nants, but may not prevent saline water from the nearby
Lagos lagoon, which flow into the surrounding subsurface
layers by osmosis rather than by percolation.
The last geoelectric layer comprises clay with resistivity
range of 3 – 9 Wm and >50 mV/V IP value and clean sand
bed containing fresh water having a resistivity range of 40 –
189 Wm and IP values ranging from 0 – 40 mV/V. Notewor-
thy, the VES stations where clean sand formation was en-
countered have clay overlying it thus preventing any
possible contamination from the surface, while other VES
stations have clay as the last layer penetrated by this survey.
It thus means that there may not be any significant contami-
107
INTEGRATED ASSESSMENTS OF POSSIBLE EFFECTS OF HYDROCARBON AND SALT WATER INTRUSION
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NW
Key
Depth (meter)
Top soil
Sand
Clay
Resistivity in ohm-m
ves 1 ves 3 ves 4 ves 9 ves 8 SE
Depth (meter)
Key
Top soil
Sand
Clay
Resistivity in ohm-m
NE ves 2 ves 3 ves 4 ves 5 ves 6 SW
Figure 6: The Geoelectric Cross-Section from the Area
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nation of groundwater in aquifer deeper than 50 m (maxi-
mum depth probed in this study) in the area.
3.2 VES, IP and Borehole Log from
the Control Site
Two VES and IP data obtained from the control site was inter-
preted and juxtaposed with the well log of a producing water
borehole within the premises of the National Theatre. Four
geoelectric layers of relatively similar lithology were also de-
lineated here. It is worthy to note that the third layer is also
clay (1.7 – 3.5 Wm) which acts as a seal with high value of IP
(>70 mV/V). This is equally underlain by a sand of 44 – 125
Wm and <20 mV/V resistivity and IP values respectively. The
borehole log reveals that aquifer here is overlain by an imper-
vious clay layer confirming the findings of electrical sound-
ing. However, the borehole is deeper (above 160m) than the
depth probed by the resistivity soundings (Fig 7).
3.3 Hydrogeochemical Study
Two water samples collected from two hand-dug shallow
wells labelled A and B were analysed and the results shown
in Table 3. The pH is a measure of acidity and alkality of
water. The values obtained for the two wells fall very close
to the maximum permicile by WHO (2006). According to
Ezeigbo (1989), the water could be classified as alkaline
water. The electrical conductivity (EC) is a reflection of the
degree of dissolved matters in water. Chemically pure wa-
ter has a very low EC (Montgomery, 2002). Very high val-
ues of EC and chloride content from the two wells attest to
its high salinity and finally confirm saline water intrussion
from the nearby lagoon as delineated from electrical sound-
ing results.
The total dissolved solute (TDS) and hardness values
obtained were too high far above the minimum and maxi-
mum permicible levels proposed by WHO (2006). It also
suggests high level of dissolved solids and falls within saline
and very hard classes proposed by Todd (1980). Total hy-
drocarbon content (THC), oil and grease values observed
further butress the fact that there is moderate infilteration of
hydrocarbon into the shallow wells. However, it should also
be noted that these values are not above the permisible WHO
level. Worthy to note is the fact that THC, oil and grease con-
tents of well A are more than that of well B. This is possiblly
108
AYOLABI, ELIJAH A., FOLORUNSO, ADETAYO F. AND OBENDE PHILLIPS W.Y
Depth (meter)
Depth (meter)
Geoelectric Section
Borehole Log
Key
Top soil
Sand
Clay
Resistivity in ohm-m
Key
Sand (fine)
Sandy clay
Clay
Sand+Gravel
Sand (coarse)
ves 10 ves 11
Figure 7: Geoelectric Section and Borehole Log from the Control Site
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due to the proximity of well A to the pollution plume.
Whereas, pH, EC and TDS are higher in well B perhaps due
to it closeness to the lagoon. Thus, the result of
physico-chemical analysis also agrees with electrical
soundings that there is no significant hydrocarbon contami-
nation of groundwater in the area.
4. Conclusions
Geophysical and hydrogeochemical methods were used to
determine vertical extent of petroleum-product contamina-
tion in subsurface soils and groundwater from bulk-fuel
storage and distribution terminals in Iganmu area of Lagos
Metropolis. Electrical resistivity (VES) and IP results were
used to delineate four geoelectric layers. Clay layer with re-
sistivity and IP values ranging from 1.5 – 14 Wm and 50 –
400mV/V respectively was encountered either in the third or
fourth layer in all the VES points. This implies that
subsurface aquifer is sealed by impervious layer which pos-
sibly prevents it from being contaminated by hydrocarbon
and other refuse materials from the surface. Borehole log
and electrical resistivity survey from a control site within
Iganmu area also confirms lithologic similarity and the pres-
ence of a sealant above aquifer layer. A further step was
taken to ascertain if groundwater from shallow wells around
the pack has been affected in any way. Thus, physical and
chemical characterization of the water from two hand-dug
wells did indicate low to moderate -level of hydrocarbon, oil
and grease contents which has no significant environmental
implications. However, electrical conductivity, salinity and
TDS values obtained show high level of dissolved mineral
(salts) making the water highly saline. Thus, it is concluded
that the water found in the subsurface of the investigated
area are not suitable for human consumption.
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INTEGRATED ASSESSMENTS OF POSSIBLE EFFECTS OF HYDROCARBON AND SALT WATER INTRUSION
ON THE GROUNDWATER OF IGANMU AREA OF LAGOS METROPOLIS, SOUTHWESTERN NIGERIA
Table 3. Result of Physicochemical Analysis Water Samples from Well in the Area
Measured
Parameters
Values from Present Study WHO (2006) Standard
Sample A Sample B Min. Perm. Level Max. Perm. Level
pH 9.2 9.4 6.5(mg/L) 9.5(mg/l)
TDS (mg/l) 1720 1845 500(mg/L) 1500(mg/l)
EC (µS/cm) 3715 3975 400 1500
Hardness(mg/l) 900 200 30 200
Salinity 1.41 1.41 - -
Oil and Grease 0.08 0.01 - -
THC 0.01 0.004 - 0.1
Cl- (mg/l) 800 800 200(mg/L) 400(mg/L)
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AYOLABI, ELIJAH A., FOLORUNSO, ADETAYO F. AND OBENDE PHILLIPS W.Y
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... eas of the Niger Delta, Nigeria. This has also been supported by the works of Adepelumi et. al., (2008) [27], Bayode (2018)[28], all of who worked on the delineation of saltwater intrusion into the freshwater aquifer of Lekki Peninsula in Lagos, Nigeria, Opobo town in Rivers state Nigeria and Warri Nigeria respectively. Others include the works of Ayolabi et. al., (2010) [29] who worked on integrated assessments of possible effects of hydrocarbon and salt water intrusion on the groundwater of Iganmu area of Lagos Metropolis, Southwestern Nigeria and Adeyemo et. al., (2017)[16] who carried out geoelectric soundings for delineation of saline water intrusion into aquifers in part of eastern Dahomey basin, ...
... Others include the works of Ayolabi et. al., (2010) [29] who worked on integrated assessments of possible effects of hydrocarbon and salt water intrusion on the groundwater of Iganmu area of Lagos Metropolis, Southwestern Nigeria and Adeyemo et. al., (2017)[16] who carried out geoelectric soundings for delineation of saline water intrusion into aquifers in part of eastern Dahomey basin, Nigeria. ...
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Full-text available
This research is aimed at detecting evidence of saline water intrusion in the aquifers, delineate the depth to and lateral extent of saline water incursion into the Badagary area of Dahomey Basin, South western Nigeria. This was done by combining information derived from water quality analysis, geophysical well logs, lithologic logs and geophysical field data. Groundwater samples were collected from shallow wells and abandoned deep wells close to the vertical electrical sounding (VES) points. Variations in resistivity of the subsurface downwards were measured from six (6) different points using the VES technique along six traverses that covers about 1 kilometer long. VES data were interpreted using the RES 2D inversion tool Result from water quality test revealed saline water incursion into the aquifers with values of Na ⁺ concentration found to be as low as 76 mg/l in Badagary well 2, a shallow well and as high as 162 mg/l in Badagary well 4, an abandoned deep well. Cl ⁻ values range from as low as 257 mg/l in Badagary well 6 and as high as 321 mg/l in well 3, an average of 287.83 mg/l. Na ⁺ and Cl ⁻ ions contributing about 70% of the concentration of the cations and the anions. The results of geophysical study revealed that the Badagary axis of Dahomey Basin exhibit a multi-aquifer system having three levels of aquifers as follows: shallow unconfined aquifer unit which exist around 30–40 meters deep at the hinterland, intermediate semi-confined and confined aquifer at about 40–120 meters deep and deeper confined aquifer unit occurring at about 40–150 meters deep or at the coast at about 120–270 meters deep. The aquifers are thick at greater depths towards the coast but thins out at shallower depths around the hinterland except in certain cases where thick sequence of Coastal Plain Sands confines the aquifers at the hinterland. Results from geophysical field data interpretation and lithologic logs indicates saline water incursion especially in areas that borders the Atlantic Ocean. To date, saline water incursion has extended up to about 2,265 meters from the sea shore and about 138 meters deep in boreholes.
... This knowledge can be obtained using different methods, which can be classified as either direct or indirect. The direct methods involve physical analysis (comprising of odour, colour and texture) and chemical analysis (determination of the pollutant concentration etc.) while the indirect methods includes the use of geophysical methods [8,9] and remote sensing techniques [10]. Geophysical methods have proven to be useful in characterization of soils [11,12] and determination of the source and geometry of hydrocarbon contamination in the subsurface [13,14,15]. ...
... The Lagos Metropolis sits on a mostly even plain, supported by layered sedimentary rocks in the Dahomey Basin [18]. The Dahomey Basin stretches from the eastern part of Ghana to the southern edge of Nigeria, extending to the western border of the Niger Delta [19]. These deposits span from the Cretaceous to the Quaternary in age [14]. ...
Article
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This paper investigates the impact of waste dumpsites on water quality near the Bariga dumpsite. The study found that waste dumps near water bodies have significantly impacted the water quality in the Bariga area, leading to groundwater pollution through leaching. Samples were collected from boreholes and monitoring wells between May and July 2024. The results showed that the levels of EC, TDS, chloride, Fe, and Zn at the Bariga dumpsite exceeded the Nigerian Standard for drinking water quality (NSDWQ-2007). This highlights the dangers of poor construction of eco-friendly landfills and careless waste disposal in waterways, which can lead to significant groundwater pollution. The research recommends that community members avoid careless waste disposal and that the government regularly monitor water quality for household use to prevent waterborne illnesses.
... Over the years, direct current (DC) electrical resistivity has been a method employed to map the intrusion of the freshwater aquifer by the ocean saline water [4][5][6][7][8][9][10] . Problems associated with increased salinity of the fresh groundwater in coastal aquifers have also been reported. ...
Article
Full-text available
In this work, the spatial salinity flow of surface water (ocean) into coastal groundwater (wells and boreholes water) in Okun-Ajah and its environ is reported using Electrical Resistivity Tomography (ERT) to show the interaction of surface water with the aquifer of the adjoining coastal communities. The ERT data were supported with measurements of in situ hydro-physical parameters for confirmation. Eight (8) ERT traverses were established in the area, and nineteen (19) shallow wells, eight (8) deep wells (boreholes) and eight (8) surface water samples were analysed in situ in the work. The ERT model inversion show underground aquifer with very low resistivity all through the profiles established parallel to the coast while the very low resistivity region thin out under the traverses established perpendicular or tangential to the coast. Hydro-physical parameters such as electrical conductivity (EC), total dissolved solids (TDS). pH and temperature were also measured for all categories of water sampled (wells, boreholes and ocean). The results show that the concentrations of EC and TDS, agents of salinity, reduce away from the ocean, while aquifers with clear proximity to the ocean show elevated values. The correlation of all data clearly indicated the underground flow path of the ocean into the coastal aquifers. The integrated techniques have proven to be veritable tools to map saline water intrusion into coastal aquifers.
... The most common geophysical method is the electrical resistivity method which can be used to probe the subsurface for potential groundwater accumulation; and its quantity can be estimated from the measured resistivity values. Though the determination is not in absolute term but relative through interpretation of inverted electrical resistivity values compared with established resistivity values of some common substances [1]. The electrical method is a versatile geophysical tool in hydrogeology, besides its application in exploration, engineering and environmental geophysics and in delineating lithofacies. ...
Article
Full-text available
This paper presents the result of the geophysical investigation carried out at Igbogbo Ikorodu, Lagos, Nigeria. The geophysical investigation was done using the Vertical Electrical Sounding (VES) and 2D electrical resistivity imaging techniques, with the aim of accessing the groundwater potential and delineate the subsurface layers of the study area. A total of twenty-four (24) VES were conducted at different points along four (4) traverses using Schlumberger electrode configuration with half-current electrode spread (AB/2) varying from 1 to 270 m. In the 2D electrical resistivity imaging, Wenner electrode configuration was adopted. Geoelectric sections made from the sounding curves revealed three geoelectric layers with resistivity values ranging from 53Ωm to 764 Ωm. These resistivity ranges were lithologically inferred to be topsoil, sand and sandy-clay, clayey-sand, dry-sand with corresponding Q, H and K – curve type. The first geoelectric layer represent the topsoil with resistivity values varying from 117 Ωm to 825 Ωm and thickness of 1.0 m to 2.0 m, the aquiferous unit was represented as the second geoelectric layer composed of sand with electrical resistivity values ranging from 130 Ωm to 238Ωm with thickness of 12.8 m to 30.7 m having a depth of 14.1 m to 31.8 m, while the third geoelectric layer represent sandy-clay, clayey-sand and dry-sand with resistivity values from 53 Ωm to 764 Ωm. The geophysical results shows that good aquifer unit is located in the sand layer of the study area with a depth range of 14.1 m to 31.8 m.
... With these values, it makes it easier to distinguish the zones which are feasible for groundwater exploration from the zones that are not feasible for the exploration. According to Ayolabi et al. 2010 andWard, 1990, the chargeability and resistivity values as shown in Table 1 and Fig. 9 indicates the presence of groundwater. For the groundwater interpretation, it is suggested to distinguish fresh groundwater based on resistivity value range from 10 Ωm to 100 Ωm while chargeability value for water is 0 ms due to its poor ability to store electrical charges (Saiful et al., 2018). ...
Article
Full-text available
Two-dimensional resistivity and induced polarization surveys have successfully been used to characterize the subsurface earth materials for groundwater exploration at Ahmadu Bello University Phase II, Zaria, Nigeria. Two imaging profile lines were established, with each profile length of 200 m. The electrical resistivity and induced polarization measurement on each profile lines were achieved using Wenner electrode array configuration. The data obtained from the survey were processed and interpreted using Res2Dinv software. The results of the 2D imaging profiles of resistivity and chargeability were calibrated using borehole data of the study area. The profiles revealed two to three layers, which comprises of brownish lateritic sandy clay, light brown clayey sand and greyish hard weathered rock. The possible location of fractured zones for groundwater exploration was mapped out from the imaging profiles. The zones have the resistivity and chargeability value of range between 0-62.8 Ωm and0.0001-0.167 ms respectively with a thickness of 9 m. Based on the results obtained from this study, it shows that groundwater exploration is feasible in the study area and drilling for the exploration of water should be targeted towards the fracture zone because it is hydro-geologically good in basement complex rock. In general, resistivity and chargeability values alongside borehole data have been used to provide better interpretation for groundwater exploration in the basement complex.
... The geophysical method commonly used is the electrical resistivity method. This method probes far into the subsurface and determines the occurrence or otherwise of groundwater and its quality and quantity through the measurement of resistivity values (Ayolabi et al., 2010). The simplicity and cost effectiveness of the electrical resistivity method has lead many researchers such as Ujuanbi and Asokhia, 2005;Alabi et al., 2010;Alslaibi et al., 2011;Majumdar and Das, 2011;Anomohanran, 2013b;Anomohanran, 2013d) to adopt it in carrying out their various investigations on groundwater. ...
Article
Full-text available
This study was aimed at determining the protective capacity of the aquitard stratum in some coastline locations in Delta State, Nigeria. This was carried out using the electrical resistivity method. A total of 13 vertical electrical soundings were conducted and data obtained were interpreted by partial curve matching and computer iterative technique. The result of the study showed the presence of three to four geoelectric formations comprising top soil, sandy clay/clayey sand, fine sand and medium coarse sand. The aquitard resistivity ranged from 12 to 109 m while the thickness ranged from 1.0 to 7.4 m. It can be concluded that the protective capacity of the aquitard in the area ranges from poor to moderate.
... The electrical resistivity technique proved to be one of promising tool in groundwater contamination studies. Its major application include waste disposal studies to locate contaminant plume and its movement, to delineate the geological structures of earth (Abdullah et al. 2011, Ekeocha et al. 2012, Soupios et al. 2007a, Soupios et al. 2007b, Storz et al. 2000, to investigate seepage (Buselli & Lu 2001), to study the extent of pollution in aquifer (Srinivasamoorthy et al. 2009), saline water intrusion studies, oil, hydrocarbon contamination (Ayolabi et al. 2010, Choudhury & Saha 2004, Zogala et al. 2009) and mapping the characteristics and areas of contaminated soil and groundwater (Benson et al. 1997, Samouëlian et al. 2005. Faisal Rehman et al. ...
Article
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Waste management, especially dump sites, are the most important problems in developing countries. For Al Misk Lake (Buraiman Lake), there is a threatening environmental problem, as for more than ten years this lake was used for the waste disposable site of Jeddah's sewage. Now it is abandoned, but the leachout of the contaminant is still problem. A concrete dam was constructed to block the migration of contaminants from the lake. The purpose of this research is to use the results of geophysical method integrated with the hydrogeological studies in delineating the contaminant layer emanating from the seepage of sewage water from Al Misk Lake to the end of Wadi after the concrete dam. Vertical electrical sounding was applied to determine the contaminated layer thickness in front and back of the dam. Also, the water samples were collected from some wells to support the results of geophysical method. Results of the vertical electrical sounding show that there is a seepage of contaminated water in front of the dam and the thickness of the contaminated layer at the back of the dam towards lake side is more than that in the front of dam. Whereas, the hydrogeological studies also show the concentration of ions, and TDS are more in back of the dam than in the front.
... Example of such senerio is found between clay and sandy soil contaning saline or brakish water. Both give low reisitivity signature difficult to interppret except with the presence of additional information form other geophysical methods such as IP, which produces high signature over a clay layer as against low IP over sandy layer (See Ayolabi et al., 2009b;2010a;2010b;Murali & Pantangay, 2006). Six ERT profiles were run using wenner array with electrode separartion 'a' varying from 3.0m to 20.0m. ...
Article
Full-text available
The subsurface soil around Baruwa community was reportedly contaminated by hydrocarbon not because the area falls within oil-producing community but it suffers from inceasant leakage from petroleum pipeline that supply petroleum products to hydrocarbon terminar located within the area. Thus, to ascretain the extent of contamination of the subsurface soil around the area, an integrated geophysical methods involving vertical electrical sounding (VES) and electrical resistivity tomography (ERT) supported with induced polarization (IP) and spontaneous potential (SP) methods were carried out. The hydrocarbon contaminated layers were marked out beneath each VES point by high resistivity ranging between 943Ωm and 4749Ωm at a depth of 1 to 35.44m below the surface. Similarly, ERT result shows that the subsurface soil around the investigated area has been contaminated at a shallow depth of about 2m downward with resistivity value above 1000Ωm. IP and SP data were Integrated to identify the sandy contaminated layers from clayey layer. IP value of 0 to 10mV/V and SP values of <+10mV were obtained over the sandy formation. The work shows that hydrocarbon leaking from the pipeline laid a few meters beneath the earth surface actually flow both upwardly (possibly due to seasonal variation in the water table which is usually close to the surface during rainy season) to the surface and downwardly at greater depth into the subsurface, through a porous medium - sandy layer. This may probably accounts for the reason while most of the handdug wells in the area are reportedly contaminated with hydrocarbon products.
Article
The study aimed to determine the levels of organochlorine pesticides in sediment and water from the Lagos lagoon. Sediments and water samples were analysed using a 63Ni electron capture detector gas chromatograph (Agilent 5890 series, GC-ECD). High levels of organochlorine pesticides were detected in both sediment and water samples collected. The results of the analysis show that the mean values of the organochlorine pesticide in sediments were higher than that for water. It can be attributed to the fact that organochlorine pesticides which are pollutants are more persistent and organically bound to sediments than water since sediments leach organically bound pollutants to water. Dichlorodiphenyltrichloroethane (DDT DDE) were seen to be absent in both sediments and water sampled from the lagoon which is a possible indication to compliance on the ban of organochlorine pesticides for agricultural and fishing purposes. 
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Numerous innovative assessment methods, developed by the petroleum industry, can be used to more fully characterize a site provided the owner/operator, consultant, and regulatory agency recognize the merits of these methods. Although it is relatively easy to employ methods that have been established and accepted by the regulatory agencies, these methods often do not provide a complete nor accurate assessment of the problem. Exploration geochemical methods developed and utilized by the petroleum industry can be invaluable in environmental site characterizations. Environmental companies or consultants do not use many of these methods because they are not required by the EPA and are not recommended by regulatory agencies. In addition, these methods are unfamiliar to environmental scientists and most regulatory agencies. The "rule of thumb" methods of site characterization (randomly placed monitoring wells, EPA method analyses for target compounds, etc.) are rarely adequate to fully delineate and explain the nature and distribution of the subsurface contamination. The Austin, Texas case study demonstrates how a phased assessment approach can be used to accurately define the petroleum contamination in a study area. Various unconventional (standard petroleum industry, but non-EPA) methods and techniques, including forensic geochemistry, were used to delineate the areal and vertical extent of subsurface contamination. The relationships between vapor, sorbed (residual), dissolved and free (NAPL) phase contamination and the merits of analyzing (and resolving the distribution of) all four phases are mandatory for an accurate site characterization. More than 400 boreholes, monitoring wells, and temporary monitoring wells were installed on the six former storage and distribution terminals and pipeline properties, and adjacent private and public properties in the East Austin area prior to this study. Despite this large number of sampling points, the testing performed by the oil companies' consultants was incomplete and inadequate for defining the true degree and extent of off-site contamination. The assessments performed by these consultants included standard regulatory methodologies (borehole drilling, monitoring well installation, EPA method BTEX and TPH laboratory analyses, etc.) in an attempt to characterize individual properties. The migration of contaminants off the terminal properties, however, was unresolved and unreported.
Article
Full-text available
Predrilling electrical measurements involving Spontaneous Potential (SP), Electrical Resistivity (ER) and Induced Polarization (IP) have been carried out at Owulade Estate, Irawo area, Lagos, Nigeria to determine the aquifer unit and groundwater quality in the area. A total of 15 points were sounded using the Schlumberger array for Vertical Electrical Sounding with maximum current electrode separation (AB) of 1.5km. The study has shown the existence of three aquifer units characterized by varying water quality ranging from saline to very good quality freshwater. The SP results were used to delineate various lithological units within the study area while the integration of IP and ER results show that the low resistivity (0.8-25.9 Ohm-m) sand bed consisting of saline /brackish water are characterized by low IP values (< 10 mV/V), the sandy clay (22.7-38.9 Ohm-m) and clayey sand (43.3-86.3 Ohm-m) layers consisting of intermediate to good quality fresh water are characterized by high IP values (10-20 mV/V) while the clean sand formation consisting of very good quality fresh water is characterized by low IP(< 10 mV/V) and high resistivity (91.5-294 Ohm-m) values. The clay formation is characterized by low resistivity (0.8-20 Ohm-m) and very high IP values (20-100 mV/V). The integrated approach has helped in resolving the lithological units as well as the groundwater quality.
Conference Paper
A recent conceptual model links high conductivities observed in soils impacted by hydrocarbon to higher total dissolved solids (TDS) resulting from mineral weathering from acids produced during biodegradation. Although not a direct evidence of biodegradation, TDS is a geochemical parameter that closely links groundwater electrical properties to hydrocarbon degradation. In this study, we sampled groundwater from discrete depths from several locations within a hydrocarbon-impacted aquifer in order to investigate the relationship between TDS and electrical conductivity of soils. TDS was measured in the field using a conduc tivity/TDS meter and by the gravimetric method in the laboratory. The results show similar values of TDS for both techniques in uncontaminated groundwater. Slight differences were observed between the two techniques for groundwater from locations contaminated with hydrocarbons. In general, both TDS and electrical conductivity of soils increased with depth at contaminated and uncontaminated locations. However, TDS was 40% higher in contaminated groundwater relative to uncontaminated groundwater. Our results further showed that there was no clear relationship between groundwater specific conductance and electrical conductivity of soils, suggesting that electrical conductivity of soils cannot be simply related to groundwater ionic concentration or TDS at the contaminated locations. We deduce from these observations that other petrophysical properties and lithologic variations in addition to changes in the aquifer matrix induced by biogeochemical reactions may have contributed to the poor correlation between electrical conductivity of soils and groundwater specific conductance. More work is needed to fully understand the impact of biogeochemical changes on the soil matrix and the potential influence of such changes on the electrical properties of soils.