The twenty-nine samples collected from the hand dug wells were analyzed for physicochemical properties, cations; (sodium, potassium, magnesium and calcium), anions; (nitrate, sulphate, bicarbonate and chloride) and trace metals; (iron, lead, manganese, cobalt and nickel). Pollution and irrigation indices of these major ions and trace metals were calculated from their respective concentrations of occurrence. Piper plot was also produced to determine the types of water present in the study area and numerical indices were employed to determine health risks posed to consumers
Water Quality
The groundwater sampled has pH values that range from 7.58 (neutral) to 8.54 (slightly alkaline) and mean value of 8.02. These values show that the water has the ability to resist reactions that would tend to make it acidic. The pH of the wells falls within the 6.5–8.5 range recommended by WHO (2011) for drinking water. Electrical Conductivity (EC) of water is a measure of its nutrient enrichment (Srinvasamoorthy et al., 2014; Zhang et al., 2019). The EC of Ilaje groundwater ranges from 34 to 1084 µs/cm and has an average of 346.03µs/cm (Table 1). All EC values of the wells fall within the 1500µs/cm recommendation of WHO (2011) for drinking water, making this water suitable for drinking by its consumers. Additionally, TDS ranges from 17 to 542 mg/l CaCO3 with an average value of 174.10 mg/l CaCO3 (Table 2). The number of dissolved solids present in water and duration of water residence in the subsurface accounts for its TDS. Of all the wells sampled, only the well in location 10, present in Enu-Amo, has TDS value of 542 mg/l which is above the recommended 500 mg/l by WHO (2011). This high TDS can be attributed to impact of anthropogenic sources such as domestic sewage, septic tanks and agricultural activities (Logeshkumaran et al., 2015). Consumers of water from well 10 are liable to suffer from kidney and heart diseases (Gupta and Deshpande,2004). Water containing TDS less than 500mg/l could be considered “fresh water” (Hem, 1970). This water is good enough for drinking and irrigational purposes because it will not affect the osmotic pressure of soil solution.
Table 1
Statistical summary of the physicochemical properties, major ions and trace metals of Ilaje groundwater
Parameter
|
Min
|
Max
|
Mean
|
pH
|
7.56
|
8.76
|
8.02
|
EC(ῺS/cm)
|
34
|
1084
|
333
|
TDS (ppm)
|
17
|
542
|
168
|
HCO3 (ppm)
|
32
|
832
|
361
|
Cl(ppm)
|
5.1
|
745.3
|
213
|
NO3(ppm)
|
0.04
|
0.9
|
0.26
|
SO4(ppm)
|
0.48
|
41
|
12.4
|
Ca(ppm)
|
1.63
|
20.4
|
8.04
|
Mg(ppm)
|
0
|
44
|
8.94
|
K (ppm)
|
7.95
|
39.19
|
21.74
|
Na (ppm)
|
1.26
|
149.82
|
50.5
|
Pb(ppm)
|
0.05
|
0.54
|
0.27
|
Mn(ppm)
|
0
|
0.22
|
0.06
|
Co(ppm)
|
0.38
|
0.57
|
0.46
|
Fe(ppm)
|
0.4
|
1.02
|
0.62
|
Ni(ppm)
|
0.36
|
0.53
|
0.44
|
Table 2
Physicochemical parameters and pollution index of Ilaje groundwater
Location
|
Town
|
Lat6⁰N
|
Lon4⁰E
|
PIG (trace metals)
|
PIG (major ions)
|
L1
|
Obinehin
|
19.63333
|
33.06667
|
17.824
|
0.18365
|
L2
|
Obinehin
|
19.6
|
33.13333
|
18.46914
|
0.25833
|
L3
|
Obinehin
|
19.8
|
33.76667
|
15.74555
|
0.21251
|
L4
|
Enu-Amo
|
19.23333
|
30.86667
|
20.7494
|
0.32701
|
L5
|
Enu-Amo
|
19.46667
|
30.46667
|
19.33407
|
0.2481
|
L6
|
Enu-Amo
|
19.46667
|
30.43333
|
24.12638
|
0.32953
|
L7
|
Enu-Amo
|
19.5
|
30.46667
|
19.76722
|
0.2733
|
L8
|
Enu-Amo
|
19.43333
|
30.46667
|
19.22023
|
0.22992
|
L9
|
Enu-Amo
|
19.53333
|
30.46667
|
18.39016
|
0.30193
|
L10
|
Enu-Amo
|
19.6
|
30.36667
|
15.47781
|
0.36652
|
L11
|
Araromi
|
20.86667
|
30.66667
|
14.53653
|
0.19387
|
L12
|
Araromi
|
20.76667
|
30.8
|
16.46635
|
0.06009
|
L13
|
Araromi
|
20.86667
|
30.76667
|
17.4991
|
0.15012
|
L14
|
Araromi
|
19.9
|
29.86667
|
15.23422
|
0.18836
|
L15
|
Araromi
|
20.13333
|
29.73333
|
16.12119
|
0.17371
|
L16
|
Araromi
|
20.06667
|
29.8
|
22.36593
|
0.16143
|
L17
|
Araromi
|
20.03333
|
29.8
|
20.54842
|
0.15447
|
L18
|
Araromi
|
20
|
29.93333
|
20.21346
|
0.19318
|
L19
|
Araromi
|
20.6
|
30.56667
|
15.37809
|
0.15676
|
L20
|
Araromi
|
20.86667
|
30.13333
|
17.54669
|
0.17434
|
L21
|
Araromi
|
20.66667
|
30.16667
|
18.28271
|
0.19371
|
L22
|
Araromi
|
20.76667
|
30.16667
|
16.19485
|
0.19321
|
L23
|
Araromi
|
20.5
|
30.4
|
15.26256
|
0.21941
|
L24
|
Araromi
|
20.46667
|
30.6
|
14.83025
|
0.15829
|
L25
|
Araromi
|
20.4
|
30.66667
|
17.47067
|
0.1472
|
L26
|
Araromi
|
20.23333
|
30.83333
|
11.75107
|
0.15055
|
L27
|
Araromi
|
20.63333
|
30.76667
|
19.44218
|
0.18372
|
L28
|
Oke-Siri
|
19
|
32.4
|
16.14614
|
0.20499
|
L29
|
Araromi
|
19.95166
|
29.67333
|
16.14614
|
0.18599
|
The PIG values range from 11.90 to 24.46 with an average value of 17.83 (Table 3). These values suggest that the groundwater in the study area has been highly polluted, on comparison to set standard (Subba et al., 2012). Therefore, this water poses health risks like lung cancer, organ damage, amongst others to its consumers (Obasi and Akudinobi, 2020). It is seen in Table 2 that OWPb and OWCo both have more than 80% contribution to this pollution and it hints at influences of anthropogenic activities on the groundwater. On exclusion of these heavy metals from the analysis, it is seen that the water is generally not polluted by the occurrence of major ions but that of heavy metals (Table 1).
Table 3: Total Pollution Index of Groundwater values of Ilaje

The Magnesium Adsorption Ratio (MAR) values of the groundwater sample range from 0 to 93.826% and have mean value of 56.86% (Table 4). Four wells (17%) have MAR values that are less than 50%. According to the MAR standard, this shows that they are suitable for irrigation uses while majority of the wells are not suitable for these purposes. The water is unsafe because presence of Mg2+ in irrigation water results in poor crop growth (Punmia and Lal 1981; Asaduzzaman, 1985). The Sodium Absorption Ratio (SAR) values of the groundwater sample range from 2.433 to 17.311 (Table 4). It has a mean value of 4.71 and all the wells fall within the good and excellent categories, for irrigation purpose. When water high in sodium and low in calcium is used for irrigation, the cation exchange complex can become saturated with sodium, which can destroy the soil structure owing to dispersion of clay particles (Singh 2002). Presence of Na+ in irrigation water reacts with soil to reduce permeability and its repeated use makes the soil impermeable. High Na+ saturation also directly causes Ca2+deficiency; soil crusting, poor plant growth and development of alkali soil. Additionally, the Soluble Sodium Percentage (SSP) of the groundwater samples ranges from 34.55–92.61% with a mean value of 69.84% (Table 4). Twenty-seven (93%) wells have SSP values that are beyond the 50% standard SSP value and are unsuitable for irrigation. Excess SSP causes osmotic effect on soil-plant system owing to the restriction of air and water circulation during wet conditions and such soils are usually hard when they are dry. These methods have been applied in the appraisal of several coastal aquifer water (Edet, 2017; Asiwaju-Bello et al., 2021; Aziane et al., 2020; Didar-UI Islam et al., 2017).
Table 4
Irrigation quality and saltwater intrusion ratio of Ilaje groundwater
Location
|
MAR
|
SAR
|
SSP
|
KR
|
PI
|
PS
|
RSC
|
SR
|
SO4/Cl Ratio
|
L1
|
42.3729
|
17.3105
|
92.60974
|
11.50055
|
4.412522
|
4.6421
|
5.7884
|
0.681968
|
0.056593
|
L2
|
52.8402
|
8.93865
|
81.69098
|
4.06101
|
5.10336
|
6.4295
|
6.3796
|
0.910269
|
0.008092
|
L3
|
73.1422
|
6.67527
|
75.02254
|
2.854453
|
5.951542
|
19.2814
|
7.1738
|
2.459859
|
0.01972
|
L4
|
5.45256
|
8.90373
|
86.56453
|
5.197715
|
6.554659
|
16.4469
|
6.0605
|
2.34194
|
0.019889
|
L5
|
68.9324
|
4.81073
|
63.7389
|
1.52275
|
5.585931
|
11.3688
|
9.0609
|
1.12569
|
0.013385
|
L6
|
69.2771
|
1.84494
|
56.08782
|
0.800485
|
12.65555
|
9.459
|
8.1166
|
1.079581
|
0.013909
|
L7
|
72.6855
|
4.31714
|
59.03249
|
1.218772
|
4.855813
|
15.2355
|
8.1268
|
1.648682
|
0.014327
|
L8
|
36.6817
|
6.40655
|
77.15914
|
2.690401
|
6.862239
|
11.199
|
9.3975
|
0.921856
|
0.090005
|
L9
|
90.9494
|
2.19393
|
53.25115
|
0.816905
|
11.55835
|
9.2232
|
13.0827
|
0.694781
|
0.001097
|
L10
|
67.0968
|
3.09465
|
52.01194
|
0.878822
|
6.80862
|
22.0296
|
12.6193
|
1.539258
|
0.024654
|
L11
|
62.8723
|
2.46921
|
61.16342
|
1.122925
|
3.351395
|
4.0499
|
0.0758
|
6.30441
|
0.112267
|
L12
|
62.0347
|
9.3552
|
87.06927
|
5.825197
|
3.389788
|
2.1916
|
1.0011
|
1.154185
|
0.262031
|
L13
|
49.505
|
2.75416
|
71.54604
|
1.831068
|
17.11162
|
1.415
|
6.6652
|
0.186194
|
0.04667
|
L14
|
43.956
|
0.10485
|
36.84419
|
0.050167
|
23.57364
|
4.898
|
6.6667
|
0.632201
|
0.032206
|
L15
|
56.6572
|
4.17929
|
78.91072
|
2.780515
|
9.710013
|
4.2193
|
3.4273
|
0.939816
|
0.111298
|
L16
|
52.8402
|
1.80907
|
64.20191
|
1.16234
|
15.03991
|
15.0343
|
3.321
|
4.106664
|
0.007535
|
L17
|
68.323
|
2.23108
|
69.88738
|
1.390089
|
12.3455
|
3.5637
|
3.0747
|
0.877146
|
0.11958
|
L18
|
7.55287
|
1.46931
|
55.02173
|
0.713828
|
14.80242
|
1.7244
|
5.8405
|
0.231946
|
0.045075
|
L19
|
80.6452
|
3.59754
|
72.21869
|
1.958894
|
8.74373
|
2.005
|
3.9024
|
0.353699
|
0.197149
|
L20
|
76.5697
|
3.11482
|
76.85416
|
2.154771
|
13.77549
|
1.6896
|
4.5333
|
0.185321
|
0.479138
|
L21
|
84.1122
|
3.62595
|
67.24804
|
1.599959
|
9.756053
|
13.3824
|
9.1075
|
1.312656
|
0.047436
|
L22
|
71.0227
|
5.36002
|
87.41047
|
5.050333
|
9.202983
|
0.829
|
1.9512
|
0.14148
|
0.941238
|
L23
|
17.8891
|
2.72418
|
76.32073
|
2.036828
|
13.03529
|
1.7271
|
2.4525
|
0.512643
|
0.097406
|
L24
|
0
|
5.50321
|
85.68878
|
4.540826
|
7.713138
|
2.2842
|
1.6
|
0.804087
|
0.222026
|
L25
|
61.4367
|
2.13327
|
65.03375
|
1.159386
|
12.25913
|
0.813
|
4.2638
|
0.12531
|
0.206711
|
L26
|
42.3729
|
5.85683
|
83.01934
|
3.891089
|
6.786018
|
0.9816
|
2.4277
|
0.052213
|
2.913074
|
L27
|
71.5991
|
12.3828
|
86.83878
|
6.174121
|
4.302
|
0.9276
|
5.8783
|
0.116647
|
0.145063
|
L28
|
93.8257
|
1.09264
|
34.54762
|
0.274371
|
7.145867
|
7.3633
|
12.0175
|
0.562888
|
0.033395
|
L29
|
66.2252
|
2.43296
|
68.54021
|
1.42888
|
11.4734
|
1.136
|
3.4273
|
0.195801
|
0.289986
|
Kelley’s ratio indicates the balance between Na+, Ca2+, and Mg2+ ions in the water samples. Its values in the samples range from 0.0502 to 11.50 (Table 4) with a mean value of 2.644. Twenty-four wells (83%) have values above the < 1 standard of groundwater suitable for irrigation. This shows occurrence of high amount of sodium which will affect the permeability and infiltration property of the soil when employed for agricultural purposes. Some of the problems caused to plants when this type of water is used are poor seedling emergence, lack of aeration for plants and, plant and root diseases (Ayers and Westcot, 1985). The Potential Salinity (PS) values range from 0.35 to 21.25 with an average of 6.63 (Table 4). These show that the PS in the groundwater of Ilaje is high, thus making the water not suitable for irrigation purposes. This is because high values mean the salts present in the groundwater are highly soluble and increase the salinity of the soil such that it is unable to support the growth of crops (Doneen, 1962; Siamak and Srikantaswamy, 2009).
Permeability Index (PI) is used to know the influence of water quality on physical properties of soil (Doneen, 1962. The PI values fall within the range 0.45–23.57% with a mean value of 9.25% (Table 4). The water in Ilaje falls within the class III category implying that the water sample is not suitable for irrigation usage by its consumers. This water, if used over a long period of time, could potentially impair the permeability of the soil (Dhirendra et al., 2009). Residual Sodium Carbonate (RSC) is used to calculate the tendency for Ca2+ and Mg2+ to precipitate from water having high concentrations of bicarbonates thus increasing the relative proportion of sodium in the water in the form of sodium bicarbonate (Sadashivaiahet al., 2008). The water samples have RSC values that range from − 0.16 to 12.62 and a mean value of 5.38 (Table 4). Three (10%) of the wells sampled fall within the safe and excellent category with less than 1.25 values, two (7%) wells fall within the marginal category with values between 1.25–2.5 and the remaining wells (83%) fall in the unsatisfactory category. These wells within the satisfactory and marginal categories are suitable for irrigation because their continuous usage will not lead to salt build up that can hinder air and water movement due to clogging of soil pores, leading to degradation of the soil unlike the ones in the unsatisfactory category. Singh et al. also successfully reported the irrigation quality of groundwater present in Udham Singh Nagar, a city in India, by employing these aforementioned numerical indices. Overall, it can be said that the groundwater of the sampled communities has low to no irrigation suitability and are heavily polluted by heavy metals.
Chemical Indicators of Seawater Intrusion
Simpson Ratio (Cl/HCO3) was used to know the extent of saltwater pollution in the study area. The values range from 0.05 to 6.30 and have an average value of 1.24 (Table 5). Eleven (38%) of the sampled hand-dug wells have values below 0.5 thus suggesting that the water has no saline water contamination while the remaining eighteen wells exhibit slight to high contamination (Todd, 1959; Sudaryanto and Naily, 2018). Water taken from L11 shows the most imprints of saltwater encroachment, with a value of about 6.3, which could have been caused by over-exploitation, sea level rise and tidal influences (Prakash et al., 2018b; Srinivasamoorthy et al., 2011). Several coastal aquifer researchers have effectively employed this ratio in the study of salinization of coastal groundwater; Papazotos et al., 2019; Sudaryanto and Naily, 2018; Abu Risha and Sturchio, 2018, Aladejana et al., 2021.
Table 5
Summary of groundwater quality compared to recommended standards
Quality Parameter
|
Standard
|
Interpretation
|
Study Area Character
|
PIG
|
< 1
|
Insignificant Pollution
|
100% (PIG without trace metals)
|
1.0-1.5
|
Low pollution
|
Nil
|
1.5-2.0
|
moderate pollution
|
Nil
|
2.0-2.5
|
High pollution
|
Nil
|
> 2.5
|
Very high pollution
|
100% (PIG with trace metals)
|
pH
|
6.5–8.5 (WHO,2011)
|
Safe for drinking
|
100%
|
EC
|
≤ 1500 (WHO,2011)
|
Safe for drinking
|
100%
|
TDS
|
≤ 500 (WHO,2011)
|
Safe for drinking
|
97%
|
MAR
|
≤ 50%
|
Good
|
17%
|
> 50%
|
Bad
|
83%
|
SAR
|
< 10
|
Excellent
|
97%
|
10–18
|
Good
|
3%
|
18–26
|
Doubtful
|
Nil
|
> 26
|
Poor
|
Nil
|
SSP
|
≤ 50%
|
Suitable
|
7%
|
> 50%
|
Unsuitable
|
93%
|
KR
|
< 1
|
Suitable
|
17%
|
> 1
|
Unsuitable
|
83%
|
Cl/HCO3
|
< 0.5
|
Good
|
38%
|
0.5–13
|
Slightly contaminated
|
38%
|
1.3–2.8
|
Moderately contaminated
|
21%
|
2.8–6.6
|
Injuriously contaminated
|
3%
|
> 6.6
|
Highly contaminated
|
Nil
|
PIG: Pollution Index of Groundwater EC: Electric Conductivity TDS: Total Dissolved Solids MAR: Magnesium Adsorption SAR: Sodium Adsorption Ratio SSP: Soluble Sodium Percentage KR: Kelley’s Ratio |
So42−/Cl− ratio had values ranging from 0.0011to 2.913 and an average of 0.306 (Table 5). Generally, this ratio decreases with an increase in salinity but from the results obtained, it is observed that the values are increasing thereby depicting occurrence to absence of saline water encroachment (Saou et al., 2012). L26 has water with the highest So42−/Cl− ratio, showing that the water present here has not experienced incidences of saline water intrusion; this is also corroborated by the 0.05 Simpson ratio of the well.
Hydrogeochemical Processes
Chloro-alkaline index is used to indicate ion exchange between the groundwater and its host environment during residence or travel (Schoeller, 1967). The values of CAI-1 of the samples collected range from − 18.257 to 0.926669 and mean value of -1.50626 while CAI-2 ranges from 0.312311 and 3.05347 with an average of 1.682891 (Table 6). Eleven (38%) wells have negative CAI-1 values exemplifying the softening process where calcium and magnesium are absorbed into the alluvial deposits’ aquifer causing sodium and potassium exchange and this exchange is referred to as indirect. All the wells have positive CAI-2 values while eighteen (62%) wells have positive CAI-1 which implies the presence of strong direct ion exchange of sodium and potassium from water with magnesium and calcium in the aquifer leading to hardening (Asiwaju-Bello et al., 2013, Asiwaju-Bello et al., 2020).
Table 6
Chloro-Alkaline Indices (CAI) of Ilaje groundwater
Location
|
CAI-1
|
CAI-2
|
1
|
-0.7021
|
3.05347
|
2
|
0.14588
|
5.556085
|
3
|
0.77862
|
18.03049
|
4
|
0.70119
|
15.14964
|
5
|
0.60388
|
10.63375
|
6
|
0.81569
|
9.007028
|
7
|
0.69482
|
14.31977
|
8
|
0.49541
|
9.061394
|
9
|
0.77681
|
9.048177
|
10
|
0.83996
|
20.75716
|
11
|
0.42439
|
1.186392
|
12
|
-2.0193
|
-1.2273
|
13
|
-0.0989
|
1.091435
|
14
|
0.86156
|
4.515847
|
15
|
0.38763
|
2.930381
|
16
|
0.92667
|
14.5193
|
17
|
0.48029
|
2.463563
|
18
|
0.18086
|
1.393906
|
19
|
-0.5243
|
0.934501
|
20
|
-1.0104
|
0.520766
|
21
|
0.78431
|
11.95644
|
22
|
-5.7983
|
-0.55968
|
23
|
0.00286
|
0.958879
|
24
|
-0.39
|
0.634038
|
25
|
-1.7368
|
0.241304
|
26
|
-18.257
|
-0.72849
|
27
|
-8.2281
|
-0.3392
|
28
|
0.69681
|
6.734816
|
29
|
-1.1962
|
0.312311
|
Where CAI = Chloro-Alkaline Index |
Four hydrochemical facies in the order: Na-Cl > Ca-Na-HCO3 > Na-HCO3 > Ca-HCO3 were revealed by piper plot (Fig. 6). NaCl, the most dominant facies, observed in sixteen (55%) wells, indicates occurrence of high salinity caused by overexploitation of groundwater by consumers, seawater encroachment, domestic wastewater and septic tank infiltration (Appelo and Postma, 1996; Asiwaju et al., 2021). This NaCl dominance is an expected outcome for coastal groundwater as reported by Asiwaju et al., 2021 and Badmus et al., 2020 in their reports of various hydrogeochemical studies of some coastal aquifers in Nigeria. Six (21%) wells fall within the CaNaHCO3 facies and their formation can be attributed to the recharge water and dissolution of minerals along their flow pathway (Batabyal, 2018; Senthilkumar et al., 2014). Five (18%) wells are of NaHCO3 facies and their occurrence can be attributed to the exchange of Na with Ca in CaHCO3. CaHCO3 is the least dominant facie, represented by two (7%) wells, which depicts silicate mineral dissolution from reaction between rock and water and recharge of rainfall (Mondal and Singh, 2012, Asiwaju-Bello et al., 2020). This also indicates the dominance of alkaline earths and weak acid anions (Badmus et al., 2020). The NaHCO3 and CaHCO3 facies occurrence show that there was dissolution of silicates and carbonates and a simultaneous ion exchange (Oyedele et al., 2019).
Human Health Risk Assessment
The Chronic Daily Intake (CDI) values for consumption of drinking water in Ilaje were obtained, for both adults and children. The CDI values for adults range from 0.0013 to 0.0154, 0 to 0.0064, 0.0116 to 0.0292, 0.0109 to 0.0163 and 0.0131 to 0.0151 as obtained for Pb, Mn, Fe, Co and Ni respectively. They also had averages of 0.0077, 0.0019, 0.018, 0.0132 and 0.0126 respectively (Table 7). The CDI values range for children are as follow 0.0031 to 0.04, 0 to 0.015, 0.0271 to 0.0681, 0.0255 to 0.0381 and 0.024 to 0.0352 as obtained for Pb, Mn, Fe, Co and Ni respectively. They also had averages of 0.0179, 0.0045, 0.042, 0.031 and 0.0293 respectively. For this work, exposure and risk assessments were carried out based on USEPA methodology. The health risks of the heavy metals, to both adults and children, in the study area were found in the order of Fe > Co > Ni > Pb > Mn. Fe is the highest contributor to these values in both adults and children. Presence of Fe in water can be beneficial to the consumer with iron deficiency; however, excessive body Fe has been linked to chronic diseases like heart disease and diabetes (Ghosh et al., 2020).
Table 7
Chronic Daily Intake (CDI) of Ilaje groundwater
Location
|
Pb-A
|
Pb-C
|
Mn-A
|
Mn-C
|
Fe-A
|
Fe-C
|
Co-A
|
Co-C
|
Ni-A
|
Ni-C
|
L1
|
0.009823
|
0.02292
|
0.003949
|
0.009213
|
0.012506
|
0.02918
|
0.011514
|
0.026867
|
0.011726
|
0.02736
|
L2
|
0.011134
|
0.02598
|
0.003066
|
0.007153
|
0.011611
|
0.027093
|
0.01094
|
0.025527
|
0.012791
|
0.029847
|
L3
|
0.005566
|
0.012987
|
0.006366
|
0.014853
|
0.017863
|
0.04168
|
0.013051
|
0.030453
|
0.010306
|
0.024047
|
L4
|
0.011134
|
0.02598
|
0.004134
|
0.009647
|
0.017269
|
0.040293
|
0.013434
|
0.031347
|
0.015103
|
0.03524
|
L5
|
0.010477
|
0.024447
|
0.00302
|
0.007047
|
0.017566
|
0.040987
|
0.012474
|
0.029107
|
0.013503
|
0.031507
|
L6
|
0.015391
|
0.035913
|
0.000466
|
0.001087
|
0.01816
|
0.042373
|
0.013817
|
0.03224
|
0.014037
|
0.032753
|
L7
|
0.011134
|
0.02598
|
0.0023
|
0.005367
|
0.014291
|
0.033347
|
0.012666
|
0.029553
|
0.01226
|
0.028607
|
L8
|
0.010806
|
0.025213
|
0.001929
|
0.0045
|
0.014291
|
0.033347
|
0.012283
|
0.02866
|
0.01226
|
0.028607
|
L9
|
0.006877
|
0.016047
|
0.000629
|
0.001467
|
0.029177
|
0.06808
|
0.014394
|
0.033587
|
0.014746
|
0.034407
|
L10
|
0.003929
|
0.009167
|
0.005551
|
0.012953
|
0.012506
|
0.02918
|
0.014394
|
0.033587
|
0.011017
|
0.025707
|
L11
|
0.005894
|
0.013753
|
0.000394
|
0.00092
|
0.01578
|
0.03682
|
0.011131
|
0.025973
|
0.011549
|
0.026947
|
L12
|
0.003603
|
0.008407
|
0.002903
|
0.006773
|
0.024711
|
0.05766
|
0.015163
|
0.03538
|
0.015103
|
0.03524
|
L13
|
0.005894
|
0.013753
|
0.00014
|
0.000327
|
0.01816
|
0.042373
|
0.014586
|
0.034033
|
0.014214
|
0.033167
|
L14
|
0.00524
|
0.012227
|
0.000466
|
0.001087
|
0.011909
|
0.027787
|
0.012474
|
0.029107
|
0.01386
|
0.03234
|
L15
|
0.003929
|
0.009167
|
0.000186
|
0.000433
|
0.022031
|
0.051407
|
0.014586
|
0.034033
|
0.014569
|
0.033993
|
L16
|
0.015391
|
0.035913
|
0.000326
|
0.00076
|
0.01578
|
0.03682
|
0.0119
|
0.027767
|
0.011726
|
0.02736
|
L17
|
0.008186
|
0.0191
|
0.00402
|
0.00938
|
0.021437
|
0.05002
|
0.016314
|
0.038067
|
0.012971
|
0.030267
|
L18
|
0.013097
|
0.03056
|
0
|
0
|
0.020543
|
0.047933
|
0.01094
|
0.025527
|
0.01386
|
0.03234
|
L19
|
0.002946
|
0.006873
|
0.00028
|
0.000653
|
0.020543
|
0.047933
|
0.015163
|
0.03538
|
0.010837
|
0.025287
|
L20
|
0.007203
|
0.016807
|
0.001974
|
0.004607
|
0.016971
|
0.0396
|
0.013817
|
0.03224
|
0.010837
|
0.025287
|
L21
|
0.008186
|
0.0191
|
0.003997
|
0.009327
|
0.018757
|
0.043767
|
0.013434
|
0.031347
|
0.012791
|
0.029847
|
L22
|
0.006223
|
0.01452
|
0.001277
|
0.00298
|
0.013994
|
0.032653
|
0.01286
|
0.030007
|
0.012614
|
0.029433
|
L23
|
0.00524
|
0.012227
|
0.001
|
0.002333
|
0.019054
|
0.04446
|
0.012666
|
0.029553
|
0.011371
|
0.026533
|
L24
|
0.003603
|
0.008407
|
0.001394
|
0.003253
|
0.017566
|
0.040987
|
0.013817
|
0.03224
|
0.011017
|
0.025707
|
L25
|
0.004911
|
0.01146
|
0.000534
|
0.001247
|
0.029177
|
0.06808
|
0.015737
|
0.03672
|
0.01066
|
0.024873
|
L26
|
0.001309
|
0.003053
|
0.001371
|
0.0032
|
0.016671
|
0.0389
|
0.011709
|
0.02732
|
0.01368
|
0.03192
|
L27
|
0.011789
|
0.027507
|
0.000814
|
0.0019
|
0.015183
|
0.035427
|
0.011514
|
0.026867
|
0.012791
|
0.029847
|
L28
|
0.006223
|
0.01452
|
0.000231
|
0.00054
|
0.017566
|
0.040987
|
0.013051
|
0.030453
|
0.010306
|
0.024047
|
L29
|
0.005894
|
0.013753
|
4.57E-05
|
0.000107
|
0.01578
|
0.03682
|
0.013051
|
0.030453
|
0.012083
|
0.028193
|
Where A = Adult and C = Children |
The HI for adults and children had values that range from 1.69 to 5.83 and 3.96 to 13.59 respectively (Table 8). The average values are also 3.54 and 8.21 respectively. All the water samples have values > 1 thereby suggesting that the water poses non-carcinogenic health risks to the lives of its consumers. For children, all the wells have a tendency of causing varying non-cancerous diseases to them on ingestion. From the obtained values, it was observed that Pb, for both adults and children, is the highest contributor to the values obtained. Continuous exposure to lead, at elevated levels, can lead to anemia, permanent brain damage, dysfunctional kidney, reproductive problems and eventual death (Engwa et al., 2018; Obasi and Akudinobi, 2020).
Table 8
Probability of Cancer Risk (PCR) due to Pb and Ni contamination and Health Index (HI) of Ilaje groundwater.
Location
|
PCRadult (Pb)
|
PCRchild (Pb)
|
PCRadult (Ni)
|
PCRchild (Ni)
|
HI (adult)
|
HI (child)
|
L1
|
8.35E-05
|
0.000195
|
0.01067
|
0.0249
|
4.072234
|
9.50188
|
L2
|
9.46E-05
|
0.000221
|
0.01164
|
0.02716
|
4.45103
|
10.38574
|
L3
|
4.73E-05
|
0.00011
|
0.009378
|
0.02188
|
2.921965
|
6.817918
|
L4
|
9.46E-05
|
0.000221
|
0.013744
|
0.03207
|
4.722627
|
11.01946
|
L5
|
8.91E-05
|
0.000208
|
0.012288
|
0.02867
|
4.383073
|
10.22717
|
L6
|
0.000131
|
0.000305
|
0.012774
|
0.02981
|
5.826332
|
13.59478
|
L7
|
9.46E-05
|
0.000221
|
0.011157
|
0.02603
|
4.497927
|
10.49516
|
L8
|
9.18E-05
|
0.000214
|
0.011157
|
0.02603
|
4.376832
|
10.21261
|
L9
|
5.85E-05
|
0.000136
|
0.013419
|
0.03131
|
3.477244
|
8.11357
|
L10
|
3.34E-05
|
7.79E-05
|
0.010026
|
0.02339
|
2.531569
|
5.906994
|
L11
|
5.01E-05
|
0.000117
|
0.010509
|
0.02452
|
2.849196
|
6.648124
|
L12
|
3.06E-05
|
7.15E-05
|
0.013744
|
0.03207
|
2.641081
|
6.162523
|
L13
|
5.01E-05
|
0.000117
|
0.012935
|
0.03018
|
3.153068
|
7.357159
|
L14
|
4.45E-05
|
0.000104
|
0.012613
|
0.02943
|
2.840994
|
6.628985
|
L15
|
3.34E-05
|
7.79E-05
|
0.013257
|
0.03093
|
2.615674
|
6.103239
|
L16
|
0.000131
|
0.000305
|
0.01067
|
0.0249
|
5.60846
|
13.08641
|
L17
|
6.96E-05
|
0.000162
|
0.011804
|
0.02754
|
3.921077
|
9.14918
|
L18
|
0.000111
|
0.00026
|
0.012613
|
0.02943
|
5.011388
|
11.69324
|
L19
|
2.5E-05
|
5.84E-05
|
0.009862
|
0.02301
|
2.177067
|
5.079822
|
L20
|
6.12E-05
|
0.000143
|
0.009862
|
0.02301
|
3.357838
|
7.834954
|
L21
|
6.96E-05
|
0.000162
|
0.01164
|
0.02716
|
3.763752
|
8.782087
|
L22
|
5.29E-05
|
0.000123
|
0.011479
|
0.02678
|
3.099429
|
7.232002
|
L23
|
4.45E-05
|
0.000104
|
0.010348
|
0.02415
|
2.74796
|
6.411906
|
L24
|
3.06E-05
|
7.15E-05
|
0.010026
|
0.02339
|
2.326506
|
5.428515
|
L25
|
4.17E-05
|
9.74E-05
|
0.009701
|
0.02263
|
2.776419
|
6.478311
|
L26
|
1.11E-05
|
2.6E-05
|
0.012449
|
0.02905
|
1.696936
|
3.959518
|
L27
|
0.0001
|
0.000234
|
0.01164
|
0.02716
|
4.622841
|
10.78663
|
L28
|
5.29E-05
|
0.000123
|
0.009378
|
0.02188
|
2.975941
|
6.943863
|
L29
|
5.01E-05
|
0.000117
|
0.010995
|
0.02566
|
2.964333
|
6.916776
|
Table 9
Summary of Health Index (HI) of Ilaje groundwater (USEPA, 1989).
Quality Parameter
|
Standard
|
Interpretation
|
Study Area Character
|
|
|
|
Adult
|
Children
|
HI
|
< 0.1
|
Negligible
|
Nil
|
Nil
|
0.1-1
|
Low risk
|
Nil
|
Nil
|
1–4
|
Medium risk
|
66%
|
Nil
|
> 4
|
High risk
|
34%
|
100%
|
In calculating the carcinogenic risks, for both adults and children, of trace metals in the groundwater of Ilaje, the Probability of Cancer Risk (PCR) of Pb and Ni were considered. From results obtained, it was observed that about 7% and more than 70% of the wells have Pb values beyond the ≤ 1x10− 6 to 1x10− 4 standard, thereby posing carcinogenic risks to adults and children respectively (Table 8) (US-EPA 1999; Lim et al. 2008; Adamu et al. 2014; Rahman et al. 2017, Olabode et al., 2020). Additionally, all the wells in the study area have Ni values beyond the standard for both adults and children.
These results show that consumers of water drawn from these wells are susceptibility to cancer and other non-cancerous health risks through ingestion in form of drinking water.
Conceptualisation
The results obtained from the present study were synthesized to conceptualize the various processes and scenarios that are responsible to the non-potability of groundwater resources in Ilaje area.
The unconsolidated nature of the recent alluvial deposit of Ilaje makes the aquifer materials highly porous and permeable. These characteristics engender high infiltration rates; such that during rainfall events, the aquifer is easily recharges favoring the shallow depth of water table and increased availability of water for supply. This shallow water table depth coupled with approximately flat topography facilitates easy movement of surface water towards landward direction by sea surge. This landward movement induce strong interaction with the shallow groundwater, thereby polluting it. This potential interaction best accounts for the observed occurrence of saline water encroachment presented in the results.
Another scenario established by the observed occurrence of heavy metals in the subsurface water can be attributed to past oil exploitation activities in this area and fuel leakages from boats. In time past, Ilaje was actively explored and exploited for crude oil, these activities resulted in incidences of oil bunkering and spillage. It is highly possible that remnant heavy metals from these events mixed with the groundwater during the process of groundwater-surface water interaction. During the sampling, it was also observed that some households used metal casing for their wells (Fig. 4). Metal leaching from these casings can also significantly contribute to elevated levels of heavy metals and possible pollution of groundwater.