The purpose of this work was to show that the change in land use impacts the quality of free groundwater and therefore the health of the population in the city of Bafoussam. Land use was dominated by housing (about 42%) followed by agricultural areas (33%) and green space. The socio-economic diagnosis by the guided survey showed that 62.5% of the population consumes CAMWATER water with malaria as the dominant water-related disease. The collection of water samples analysed by the colorimetric and photometric assay has allowed us to obtain a dominant water facies of the chloride and sulphate–calcium–magnesium type. The mapping of areas potentially vulnerable to pollution by ArcGIS 10.8 software presents the low-lying areas, downstream of agricultural sites, close to industries and neighbourhoods with strong urban disorder as the most vulnerable to pollution and therefore retained as actors of diffuse groundwater pollution in the city of Bafoussam. Thus, the change in land use and the increase in agglomeration degrade the quality of groundwater in this city.

  • The quality of Bafoussam's groundwater is deteriorating as time goes by.

  • The growing urbanization of the city of Bafoussam is uncontrolled and anarchic.

  • The industrial and demographic development influences the quality of groundwater in the city of Bafoussam.

  • Concentrations of chemical elements exceeding those recommended by the WHO are mainly related to the overall hygiene quality of the population.

West Cameroon is vast and made up of highlands (Bamoun Plateau, Bamboutos Mountains, Bamenda, Oku and Bana) and plains (Noun and Ndop), where many populations consume natural (raw) water (Nono et al. 2009). For most of Cameroon's cities, these waters are degraded by the presence of latrines, rubbish dumps and farms, and the emptying of sanitation facilities into the environment, especially into streams (Mpakam et al. 2006; Nguema et al. 2021; Tontsa et al. 2023). Groundwater quality, particularly in wells, is further threatened in Bafoussam by urban disorder due to anarchic land occupation (Yemele et al. 2020), which is accompanied by activities that generate pollutants that can harm groundwater resources and aquatic ecosystems (Zoyem & Talla 2021). Despite this, water resource exploitation works are subject to no management that would allow conservation and/or protection of its quality. The rights to develop and improve peoples’ living environment and the duty to safeguard the natural heritage are nowadays two parameters of a problem difficult to approach. Thus, water, an asset for any development, is at risk of being contaminated by anthropogenic activity (Behanzin et al. 2021). In agricultural areas, fertilizers and phytosanitary products constitute a danger that can reach the water table and contaminate it for many years. On the other hand, in urban areas, industrialization is a remarkable pollution factor associated with human activities that are generally the cause of water-borne diseases, especially malaria, which remain the predominant disease in the study area (Tchazi et al. 2021). According to Donfack et al. (2020), 5% of households in Bafoussam are connected to the CAMWATER network, 8% to the water infrastructure (reservoir, pumping station, and water tower), 12% to boreholes, 30% to wells, and 25% to developed and undeveloped sources. Thus, the majority of the city's inhabitants (67%) are supplied with water from underground sources, 30% of which is supplied as drinking water.

In view of the pressures exerted by human activity directly or indirectly on Bafoussam's groundwater quality, the problem of land use change impact arises from the quality deterioration of the deep open aquifers easily accessible by the majority of the population. The aim of this study is to show that the progress of urban development through the evolution of the quality of land use in Bafoussam contributes to groundwater pollution.

Location

West Cameroon lies between latitudes 5°26′ and 5°31′ North, and longitudes 10°21′ and 10°30′ East. The average altitude is 1,450 m (Mpakam et al. 2009). Bafoussam, in the West Cameroon Highlands, had a population of 437,000 in 2020 (World-Bank 2020) and is at the intersection of three chiefdoms: Bafoussam in the South, Baleng in the North, and Bamougoum in the West (Figure 1).
Figure 1

The study area.

Biophysical environment

The Western Highlands hydrography is marked by straight structural control and numerous waterfalls and cascades. The two largest rivers in the region are the Noun and the Nkam (Nono et al. 2009). A large part of the plateau is drained by the Noun River, which flows roughly north–south and separates the Bamileke and Bamoun ethnic groups (Kankeu et al. 2010). Bafoussam incorporates both flat areas and hills. The latter are fairly steep, favouring erosion and leading to landslides in places (PNDP 2013) (National Participatory Development Programme).

The West Cameroon Highlands comprise pan-African granite-gneiss bedrock covered by a volcanic mantle (Kwékam et al. 2013). Bafoussam's soils are derived mainly from volcanic and granite-gneissic rocks, with permeabilities varying between about 10−5 m·s−1 for volcanic (hydromorphic) soils and 10−7 m·s−1 for soils derived from granite-gneissic rocks (Nguedia et al. 2022).

In the study area, natural vegetation has practically disappeared from the Bamileke plateau, where the landscape has been transformed into a bocage – pastureland with small areas of woodland – characteristic of the country and its dispersed habitat, to favour the growth of the town.

Sanitation diagnosis

The study area diagnosis consisted of a description of wells’ environment and topographic surveys (Garmin 64s GPS receiver) of potential pollution sources such as household waste dumps, industry, agriculture, and wastewater sewers and treatment plants. There was also a form-guided survey to complete the data collection. It was not possible to survey the entire population but, in general, the larger the sample, the more accurate the estimate. For example, if a confidence level of 95% with a 2% margin of error, the sample will enable the result to be extrapolated with a 5% risk of error by +/− 2% (CHAI 2014). A sample must then be created that is representative of the population, making it possible to provide an estimate of a variable that is as accurate as possible. The sample size thus depends on several factors and is calculated using Equation (1):
(1)
where n is the sample size, z is the confidence level according to the centred reduced normal distribution (for confidence level 95%, z = 1.96), p is the estimated proportion of the population with the characteristic (when unknown, p = 0.5 is used, corresponding to the worst case/widest dispersion), m is the margin of error allowed. Using Equation (1), the appropriate sample size for a confidence level of 95 and 5% margin of error was determined as 384. Some 400 households were surveyed and the data collected were processed with SPSS 20 software and then on Word from the Office 2016 suite.

Land use analysis

The land use maps were made using the supervised classification method on ArcGIS 10.8 based on the ‘Google Earth Pro and Earth Explorer USGS’ satellite images captured in 2006 and 2022. The 2006 and 2022 land use maps were compared with respect to the type of activity carried out on the land between the two periods.

Groundwater analysis

A total of 38 wells, out of 220, were selected for physico-chemical analysis of the groundwater. Three samples were taken per district, one each at top, middle, and foot of the slope on each type of geological formation per district. (Very few wells were found at the top of the slope.)

The pH, temperature (°C), electrical conductivity (EC), and total dissolved solids (TDS) of the water samples were all measured at the time of field collection using the multi-electrode portable probes. A Hach DR/820 Portable Data Storage Colorimeter was used to measure other parameters in laboratory. The sampling technique consisted of rinsing 0.5 l PVC bottles three times with the water sampled and taking three samples per point. One sample was filtered and the filtrate was treated with 1.5 ml of 0.1 N nitric acid (to stabilize the cations) and the second and third were used for anion and microbiological determinations. The filled samples were resealed, stored in coolers with ice cubes, and transferred to the Faculty of Agronomy and Agricultural Sciences (FASA) laboratories of soil science and environmental chemistry and water management for analysis (see Table 1).

Table 1

Analytical methods

ParameterMethod and equipment
 Colorimetric determination and reading with the ‘PC Multidirect’ photometer according to the procedures of the PCmultidirect Phometer system Manual version 2005  
Cl 
 
 
 
 Elements for the determination of carbonate concentration as described by Rodier (2009)  
K+ Flame photometry using atomic adsorption as described by Rodier (2009)  
Na+ 
Ca2+ 
Mg2+ 
Fe, Cu, Mn, Zn, Pb, Ni, Cd Determination with spectrophotometry as described by Rodier (2009)  
ParameterMethod and equipment
 Colorimetric determination and reading with the ‘PC Multidirect’ photometer according to the procedures of the PCmultidirect Phometer system Manual version 2005  
Cl 
 
 
 
 Elements for the determination of carbonate concentration as described by Rodier (2009)  
K+ Flame photometry using atomic adsorption as described by Rodier (2009)  
Na+ 
Ca2+ 
Mg2+ 
Fe, Cu, Mn, Zn, Pb, Ni, Cd Determination with spectrophotometry as described by Rodier (2009)  

Data processing

The data were structured with Excel, processed with SPSS 20, and finalized in Word. SPSS 20 was used to process physico-chemical data, and ArcGIS to draw up and analyse thematic maps of land use, nitrate and ammonium distribution, as well as their superimpositions to draw up and analyse the pollution-level map according to land use, and the nitrate content of the groundwater

Land use

The study area covers 30.9 km² and its perimeter is 22.4 km. Land use comprises the built-up area and the vegetation cover. Comparative analysis of the land use maps for 2006 and 2022, Figures 2 and 3, respectively, shows a 12.8% increase in the built-up area against a loss of vegetation cover.
Figure 2

Land use map of Bafoussam in 2006.

Figure 2

Land use map of Bafoussam in 2006.

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Figure 3

Land use map of Bafoussam in 2022.

Figure 3

Land use map of Bafoussam in 2022.

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Table 2 lists the proportions occupied in 2006 and 2022 by the built-up area and the vegetation cover in general, showing how the vegetation is losing out to the built-up area. Similar observations were made by Adjonou et al. (2019) in the Mono Transboundary Biosphere Reserve between Togo and Benin from 1986 to 2015 using Landsat satellite images (1986 and 2000), indicating an estimated 94% increase in urban surface areas. Donfack et al. (2020), also working in Bafoussam, show that its size has increased from 549 to 10,710 ha from 1980 to 2020 (Figure 4). The majority of the soil space is now occupied by buildings, with soap factories and a brewery discharging untreated liquid waste into the environment. Behanzin et al. (2021) studied land use on the Kpankpan lagoon shoreline in Cotonou, Benin, compared to which land use in Bafoussam is still easily controllable because housing dominates the space with an industrial zone, 44% of households dump waste in the lake, 32% in the house yard and 24% in the street. The anarchic spatial development observed exceeds that of Bafoussam because of the population's poverty level – e.g., 48% of households do not have a latrine and defecate on the Kpankpan lagoon bank in Cotonou.
Table 2

Proportional land use (%) in 2006 and 2022

Land useProportion (%) in 2006Proportion (%) in 2022
Green space 36 25 
Agricultural areas 35 33 
Old buildings 20 15 
Recent buildings 10 27 
Land useProportion (%) in 2006Proportion (%) in 2022
Green space 36 25 
Agricultural areas 35 33 
Old buildings 20 15 
Recent buildings 10 27 
Figure 4

Urban land use change in Bafoussam (Donfack et al. 2020).

Figure 4

Urban land use change in Bafoussam (Donfack et al. 2020).

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To confirm that urban development is increasing in Bafoussam, the analysis of satellite image captures from 2006 and 2022 shows that extensive vegetation and agricultural areas have disappeared to make way for buildings. This can be seen in Figure 3, which shows land use in 2006, with about 29% built-up area compared to 42% in 2022 (Figure 4), and 71% vegetation cover in 2006 compared to 58% in 2022. Table 2 presents the proportional land cover (%) between in the two periods.
Figure 5

Joint diagrams of modality points.

Figure 5

Joint diagrams of modality points.

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Environmental diagnosis

About 63% of Bafoussam's population uses traditional latrines (with a cesspool) against 22 and 14%, respectively, using modern latrines and mixed latrines (traditional and modern). The drinking water sources used are springs (12.5%), boreholes (3%), wells (15.5%), CAMWATER (Cameroon Water Utilities Corporation) (62.5%), and bottled industrial water (6.5%). Some 66% of the population dump household waste in urban roads, 6.3% in plantations, and 5% in rivers and gullies, with 22.8% having it collected. Malaria is the most common disease, at 65.8%, followed by typhoid at 27.8%. Tchazi et al. (2021) reported that typhoid is the most common disease, in Batoufam, at 50% followed by malaria, which difference arises because, in Batoufam, only 1% of the population has access to water from CAMWATER, 29% consume rainwater, and 29% water from wells of dubious quality.

Multiple correspondence analysis (MCA) of the environmental and sanitary diagnosis enabled preparation of both Table 3, which is a summary of the correspondences obtained, and Figure 5, a joint diagram of the modality points in which the modalities of the most representative variables of the sample are presented.
Table 3

Summary of matches

DimensionCronbach's alphaExplained variance
Total (eigenvalue)InertiaPercentage of variance explained
0.702 2.659 0.295 29.543 
0.592 2.11 0.234 23.44 
Total  4.769 0.53  
Average 0.653a 2.384 0.265 26.492 
DimensionCronbach's alphaExplained variance
Total (eigenvalue)InertiaPercentage of variance explained
0.702 2.659 0.295 29.543 
0.592 2.11 0.234 23.44 
Total  4.769 0.53  
Average 0.653a 2.384 0.265 26.492 

ais the average Cronbach's Alpha value and based on the average eigenvalue.

Figure 6

Industrial effluents from a brewery factory.

Figure 6

Industrial effluents from a brewery factory.

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Figure 5 shows two dimensions, dimension 1 representing the factors responsible for water contamination and dimension 2 representing water-related diseases. The modalities representing the factors responsible for contamination include the predominance of traditional latrines (63%), poor housing conditions, the lack of wells, the preference for depositing household waste in the roads (66%), and the supply of drinking water from CAMWATER. All of these modalities contribute to malaria being the commonest water-related disease in Bafoussam.

Physico-chemical parameters

Tables 4 and 5 present the descriptive statistics for major ions and heavy metals in well water in the dry season.

Table 4

Descriptive statistics of major ions and physical parameters of water in the dry season

ParameterNIntervalMinMaxMeanStd errorStandard deviationVariance
Ca (mg/L) 38 45.6 3.2 48.8 17.5 1.9 12.0 144.9 
Mg (mg/L) 38 25.9 0.3 26.2 7.4 1.3 8.1 66.1 
SO4 (mg/L) 38 134.9 4.0 138.9 65.1 6.0 37.3 1,390.6 
Cl (mg/L) 38 682.0 25.0 707.0 212.2 22.1 136.5 18,644.1 
P (mg/L) 38 0.9 0.0 0.9 0.2 0.0 0.3 0.9 
K (mg/L) 38 31.7 1.1 32.8 8.0 1.1 7.0 50.4 
Na (mg/L) 38 46.0 7.8 53.8 21.5 1.9 12.0 145.1 
HCO (mg/L) 38 453.5 7.1 460.6 125.3 12.1 74.8 5,601.4 
NH4 (mg/L) 38 28.5 <1 28.5 9.0 1.1 7.1 50.8 
NO3 (mg/L) 38 63.2 <1 63.2 25.2 3.3 20.7 427.1 
EC (μS/cm) 38 720.0 30.0 750.0 246.3 28.3 174.6 30,480.3 
T.(°C) 38 3.3 20.1 23.4 21.9 0.1 0.8 
TDS (mg/L) 38 358.0 17.0 375.0 133.2 13.9 85.8 7,355.5 
pH 38 2.3 4.9 7.3 6.4 0.0 0.5 0.2 
N valid (listwise) 38        
ParameterNIntervalMinMaxMeanStd errorStandard deviationVariance
Ca (mg/L) 38 45.6 3.2 48.8 17.5 1.9 12.0 144.9 
Mg (mg/L) 38 25.9 0.3 26.2 7.4 1.3 8.1 66.1 
SO4 (mg/L) 38 134.9 4.0 138.9 65.1 6.0 37.3 1,390.6 
Cl (mg/L) 38 682.0 25.0 707.0 212.2 22.1 136.5 18,644.1 
P (mg/L) 38 0.9 0.0 0.9 0.2 0.0 0.3 0.9 
K (mg/L) 38 31.7 1.1 32.8 8.0 1.1 7.0 50.4 
Na (mg/L) 38 46.0 7.8 53.8 21.5 1.9 12.0 145.1 
HCO (mg/L) 38 453.5 7.1 460.6 125.3 12.1 74.8 5,601.4 
NH4 (mg/L) 38 28.5 <1 28.5 9.0 1.1 7.1 50.8 
NO3 (mg/L) 38 63.2 <1 63.2 25.2 3.3 20.7 427.1 
EC (μS/cm) 38 720.0 30.0 750.0 246.3 28.3 174.6 30,480.3 
T.(°C) 38 3.3 20.1 23.4 21.9 0.1 0.8 
TDS (mg/L) 38 358.0 17.0 375.0 133.2 13.9 85.8 7,355.5 
pH 38 2.3 4.9 7.3 6.4 0.0 0.5 0.2 
N valid (listwise) 38        
Table 5

Descriptive statistics for heavy metals in well water during the dry season

ParameterNIntervalMinMaxMeanStd errorStandard deviationVariance
Fe (mg/L) 38 0.4 0.2 0.6 0.3 0.0 0.0 0.0 
Cu (mg/L) 38 0.3 0.1 0.4 0.2 0.0 0.0 0.0 
Cd (mg/L) 38 0.0 0.0 0.0 0.0 0.0 0.0 0.0 
Pb (mg/L) 38 0.0 0.0 0.0 0.0 0.0 0.0 0.0 
Zn (mg/L) 38 16.2 0.0 16.2 2.2 0.6 4.0 16.2 
Ni (mg/L) 38 0.1 0.0 0.1 0.1 0.0 0.0 0.0 
Mn (mg/L) 38 0.0 0.0 0.0 0.0 0.0 0.0 0.0 
Valid N (listwise) 38        
ParameterNIntervalMinMaxMeanStd errorStandard deviationVariance
Fe (mg/L) 38 0.4 0.2 0.6 0.3 0.0 0.0 0.0 
Cu (mg/L) 38 0.3 0.1 0.4 0.2 0.0 0.0 0.0 
Cd (mg/L) 38 0.0 0.0 0.0 0.0 0.0 0.0 0.0 
Pb (mg/L) 38 0.0 0.0 0.0 0.0 0.0 0.0 0.0 
Zn (mg/L) 38 16.2 0.0 16.2 2.2 0.6 4.0 16.2 
Ni (mg/L) 38 0.1 0.0 0.1 0.1 0.0 0.0 0.0 
Mn (mg/L) 38 0.0 0.0 0.0 0.0 0.0 0.0 0.0 
Valid N (listwise) 38        

Tables 6 and 7 present the descriptive statistics for the same parameters in well water during the rainy season.

Table 6

Descriptive statistics of major ions and physical parameters water in the rainy season

ParameterNIntervalMinMaxMeanStd errorStandard deviationVariance
Ca (mg/L) 38 47.5 4.4 51.8 18.5 1.9 12.1 147.8 
Mg (mg/L) 38 45.2 0.7 45.9 11.2 1.8 11.1 123.6 
SO4 (mg/L) 38 184.0 5.3 189.3 78.7 7.3 45.4 2,058.6 
Cl (mg/L) 38 580.6 50.0 630.6 305.8 25.1 154.8 23,956.8 
P (mg/L) 38 14.6 0.0 14.6 2.2 0.6 3.5 12.2 
K (mg/L) 38 43.1 1.9 45.1 14.3 1.6 10.2 104.9 
Na (mg/L) 38 46.9 10.0 56.9 26.8 2.1 13.1 173.0 
HCO3 (mg/L) 38 431.8 11.3 443.2 133.0 16.5 101.6 10,326.0 
NH4 (mg/L) 38 79.5 <1 80.0 27.3 2.9 18.2 331.6 
NO3 (mg/L) 38 95.1 1.2 96.0 33.6 3.9 24.0 576.9 
EC (μS/cm) 38 558.0 26.0 584.0 197.6 20.9 129.1 16,663.2 
T (°C) 38 1.7 20.1 21.8 21.1 0.1 0.3 0.1 
TDS (mg/L) 38 4,027.0 25.0 4,052.0 268.0 103.3 637.0 405,787.3 
pH 38 6.0 1.5 7.540 6.7 0.1 0.9 0.9 
N valid (listwise) 38        
ParameterNIntervalMinMaxMeanStd errorStandard deviationVariance
Ca (mg/L) 38 47.5 4.4 51.8 18.5 1.9 12.1 147.8 
Mg (mg/L) 38 45.2 0.7 45.9 11.2 1.8 11.1 123.6 
SO4 (mg/L) 38 184.0 5.3 189.3 78.7 7.3 45.4 2,058.6 
Cl (mg/L) 38 580.6 50.0 630.6 305.8 25.1 154.8 23,956.8 
P (mg/L) 38 14.6 0.0 14.6 2.2 0.6 3.5 12.2 
K (mg/L) 38 43.1 1.9 45.1 14.3 1.6 10.2 104.9 
Na (mg/L) 38 46.9 10.0 56.9 26.8 2.1 13.1 173.0 
HCO3 (mg/L) 38 431.8 11.3 443.2 133.0 16.5 101.6 10,326.0 
NH4 (mg/L) 38 79.5 <1 80.0 27.3 2.9 18.2 331.6 
NO3 (mg/L) 38 95.1 1.2 96.0 33.6 3.9 24.0 576.9 
EC (μS/cm) 38 558.0 26.0 584.0 197.6 20.9 129.1 16,663.2 
T (°C) 38 1.7 20.1 21.8 21.1 0.1 0.3 0.1 
TDS (mg/L) 38 4,027.0 25.0 4,052.0 268.0 103.3 637.0 405,787.3 
pH 38 6.0 1.5 7.540 6.7 0.1 0.9 0.9 
N valid (listwise) 38        
Table 7

Descriptive statistics for heavy metals in well water during the rainy season

ParameterNIntervalMinMaxMeanStd errorStandard deviationVariance
Fe (mg/L) 38 7.9 0.3 8.2 1.6 0.3 2.0 4.1 
Cu (mg/L) 38 7.2 0.0 7.2 1.1 0.2 1.6 2.5 
Cd (mg/L) 38 0.0 0.0 0.0 0.0 0.0 0.0 0.0 
Pb (mg/L) 38 0.0 0.0 0.0 0.0 0.0 0.0 0.0 
Zn (mg/L) 38 16.2 0.0 16.2 2.3 0.6 4.0 16.1 
Ni (mg/L) 38 0.1 0.0 0.1 0.0 0.0 0.0 0.00 
Mn (mg/L) 38 0.0 0.0 0.0 0.000 0.000 0.0 0.00 
Valid N (listwise) 38        
ParameterNIntervalMinMaxMeanStd errorStandard deviationVariance
Fe (mg/L) 38 7.9 0.3 8.2 1.6 0.3 2.0 4.1 
Cu (mg/L) 38 7.2 0.0 7.2 1.1 0.2 1.6 2.5 
Cd (mg/L) 38 0.0 0.0 0.0 0.0 0.0 0.0 0.0 
Pb (mg/L) 38 0.0 0.0 0.0 0.0 0.0 0.0 0.0 
Zn (mg/L) 38 16.2 0.0 16.2 2.3 0.6 4.0 16.1 
Ni (mg/L) 38 0.1 0.0 0.1 0.0 0.0 0.0 0.00 
Mn (mg/L) 38 0.0 0.0 0.0 0.000 0.000 0.0 0.00 
Valid N (listwise) 38        

The transition from the dry to the rainy season is accompanied by an increase in the concentrations of many chemical species. The high standard deviations of species such as free chlorine, carbonate, nitrate, EC, TDS, and zinc indicate that their concentrations are scattered around the mean. This implies that regardless of the season, there are extreme values in the data series signifying pollution. The same phenomenon is observed in both dry and rainy seasons. The maximum concentrations of species such as sulphate, nitrate, potassium and phosphorus, as observed in the rainy season, which are higher than the concentrations recommended in the WHO (World Health Organization) standards for drinking water, testify to the poor practice of agricultural activities through the uncontrolled use of chemical inputs that are carried into the aquifers during rainwater infiltration. The high heavy metal concentrations, exceeding WHO drinking water recommendations, excluding mercury, would be caused by both poor agricultural practices and untreated liquid and solid industrial wastes as shown in Figures 68.
Figure 7

Industrial effluents from a soap factory.

Figure 7

Industrial effluents from a soap factory.

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Figure 8

Industrial waste deposits at the landfill.

Figure 8

Industrial waste deposits at the landfill.

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Figure 9

Distribution of nitrate.

Figure 9

Distribution of nitrate.

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Aqueous concentrations of ammonium, nitrate, and some heavy metals such as zinc, lead, and copper in the area would be expected to increase significantly between the dry and wet seasons as the Student's t-test for matched sample pairs at the 5% threshold, the p-values are below 0.05 for concentration comparisons (Table 8). This implies a significant difference between these concentrations in the wet and dry seasons. This would be due to rainfall, which facilitates the infiltration of the pollutant load from the surface to the water table. The quality of maintenance of wells, their topographic position, and the distance between them and latrines are all elements that influence water quality. While ammonium and nitrate pollution arise mainly from agricultural activities, it is also due to the proximity of latrines to wells. Heavy metal pollution is linked to the discharge of untreated household and industrial wastewater from sewers and pipes on the city outskirts. Similar studies were carried out in Kobo, northern Ethiopia, by Sitotaw & Nigus (2021) and Afzaal et al. (2022) in Pakistan, but the waters’ physico-chemical concentrations were found to be within WHO recommended levels. This is because the well depth in Kobo exceeds 30 m, with a high rate of well development, whereas the average well depth in Bafoussam is 7 m and the rate of well development is low.

Table 8

Student matched sample test on chemical pairs

Paired differences
Paired sample testMeanStandard deviationMean standard errortddlSig. (two-tailed)
Nitrate NO3 dry – NO3 (wet) −8.405 7.915 1.284 −6.546 37 
Ammonium NH4 (dry) – NH4 (wet) −18.211 14.878 2.414 −7.545 37 
Copper Cu (dry) – Cu (wet) −1.041 1.592 0.258 −4.032 37 
Lead Pb (dry) – Pb (wet) −0.003 0.008 0.001 −2.562 37 0.015 
Zinc Zn (dry) – Zn (wet) −0.093 0.244 0.040 −2.358 37 0.024 
Paired differences
Paired sample testMeanStandard deviationMean standard errortddlSig. (two-tailed)
Nitrate NO3 dry – NO3 (wet) −8.405 7.915 1.284 −6.546 37 
Ammonium NH4 (dry) – NH4 (wet) −18.211 14.878 2.414 −7.545 37 
Copper Cu (dry) – Cu (wet) −1.041 1.592 0.258 −4.032 37 
Lead Pb (dry) – Pb (wet) −0.003 0.008 0.001 −2.562 37 0.015 
Zinc Zn (dry) – Zn (wet) −0.093 0.244 0.040 −2.358 37 0.024 

It is in the undeveloped wells, close to and downstream of the industrial zones and at the slope-bottoms that the highest ammoniacal and nitrate pollution is observed. Water quality is very poor in some wells that have been developed, probably because of poor user hygiene. Figures 9 and 10 show the distribution of nitrate and ammonium, respectively. Grey colours represent low concentrations, green average concentrations, and red the high concentration areas.
Figure 10

Distribution of ammonium.

Figure 10

Distribution of ammonium.

Close modal
Figure 11

Piper diagram in the dry season.

Figure 11

Piper diagram in the dry season.

Close modal

The 2022 land use map that the parts of the study area with nitrate concentrations above 50 mg/L (the WHO recommended maximum nitrate concentration in drinking water) are susceptible to diffuse pollution.

Areas of high nitrate and ammonium pollution are always in the vicinity of industry and areas of intensive agricultural practice. This indicates poor soil management, through misuse of chemical inputs and industrial effluent discharge into the environment without adequate treatment. Here, agricultural activity is not neglected, either. The land use map shows an overlap of areas of high ammonium pollution with the agricultural plots. the areas of high ammonium pollution are also close to the industry in some places, which shows the involvement of industry in groundwater pollution.

The PIPER diagrams in Figures 11 and 12 show the preferential point groupings in the chloride and sulphate, calcium, and magnesium facies, and the chloride, sodium, and potassium facies, in both the dry and rainy seasons. The dominant facies are chloride, sulphate, calcium, and magnesium. The TDS values determined, which range from 25 to 4,052 mg/L in the dry season, show that some Bafoussam well water is mineralized. According to Nono et al. (2009), mineralization of the waters on the highlands is more or less related to the lithologic nature of the substratum, with chloride, calcium, and magnesium groundwater facies dominating the sector. The concentrations found in the two seasons show that free chlorine, nitrate, and sulphate are present in well water at significantly high concentrations. The presence of chlorine is thought to be due to permanent water chlorination by users for disinfection. The sulphate, nitrate, and potassium are associated with agricultural, industrial, and latrine leakage pollution. Poor well-user hygiene may also contribute to water pollution. In another context, especially for wells near industrial areas and at the bottoms of slopes, the chlorine concentrations could be due to industrial effluents that can, under the effect of evapotranspiration, form brines rich in chlorine (Panagopoulos & Giannika 2022a, 2022b).
Figure 12

Rainy season Piper diagram.

Figure 12

Rainy season Piper diagram.

Close modal
Figure 13

(a) Physico-chemical parameter groupings according to their correlations. (b) Projection of the cloud of sampling points on the two factorial planes.

Figure 13

(a) Physico-chemical parameter groupings according to their correlations. (b) Projection of the cloud of sampling points on the two factorial planes.

Close modal

Considering the maximum concentrations of parameters such as nitrate and ammonium reported by Mpakam et al. (2009), pollution in Bafoussam appears to increase over time with urban development. The simple Student's t-test shows for nitrate and ammonium concentrations between 2006 and 2021 that there is a significant difference at the 5% level.

Principal component analysis (PCA) of the samples’ physico-chemical parameters in the rainy season presents two dimensions of which the first is represented by the concentrations of Ca, Mg, and Na. The second is represented by the concentrations of NO3, NH4, and SO4, as well as Cu, Fe, and Pb. From this it can be deduced that the enrichment of Bafoussam's water arises from the natural contribution of mineral elements from rocks (Component 2) and from agricultural and industrial pollution (Component 1).

Figure 13(a) shows the physico-chemical parameter groupings according to their correlations. Figure 13(b) projects the cloud of sampling points onto the factorial planes and shows that most samples contain high concentrations of nitrate, ammonium, and heavy metals, which are characteristic of urban pollution. In other words, the majority of the waters have the characteristics of Component 1, confirming again the implication of poor land use quality.
Figure 14

Groundwater pollution levels in Bafoussam.

Figure 14

Groundwater pollution levels in Bafoussam.

Close modal

This study has enabled the mapping of groundwater pollution levels by superimposing the land use maps and nitrate and ammonium distribution maps in the study area (Figure 14). As can be seen, the highly polluted areas coincide with areas of intense agriculture and low altitude. The areas with medium pollution levels represent 2/3 of the sector and are mainly urban. There are still areas with low pollution.

Previous studies by Donfack et al. (2020) and Zoyem & Talla (2021) assessed the quality of drinking water. This study is based solely on updated groundwater physico-chemical quality and land use, to determine pollution levels for the whole area, which could be a decision support tool for the Bafoussam municipalities. A similar study was carried out in Harare, Zimbabwe, by Ndoziya et al. (2019), where the overlay of microbiological and land use maps by GIS shows areas with high pit latrine density as areas of high groundwater pollution. There is a difference from the study because Harare is not bordered by plots of intense agricultural practice like Bafoussam. Taking the maximum concentrations of parameters like nitrate and ammonium, as obtained by Mpakam et al. (2006), it seems that pollution in Bafoussam increases over time with the evolution of land use, because the simple Student's t-test shows that there is a significant difference in nitrate and ammonium concentrations between 2006 and 2022, at the 5% threshold. These values are presented in Table 9.

Table 9

Evolution of maximum concentrations of chemical pollutants

Chemical elementsMaximum concentration 2006 (mg/L)Maximum concentration 2021 (mg/L)WHO recommended maximum (mg/L)
NO3 36.5 96 50 
NH4 0.7 80 0.5 
Zn  16 
Cu  
Pb  0.01 
Chemical elementsMaximum concentration 2006 (mg/L)Maximum concentration 2021 (mg/L)WHO recommended maximum (mg/L)
NO3 36.5 96 50 
NH4 0.7 80 0.5 
Zn  16 
Cu  
Pb  0.01 

In general, analysis of Figure 14 indicates that peri-urban agriculture in Bafoussam has more impact than the industry on groundwater quality. Comparison with the land use map (Figure 4) shows clearly that the industrial areas have average pollution, while those with intense agricultural practices are areas of high pollution. This agricultural relationship with strong pollution can be supported by comparing the pollution and topographic maps, where the areas with serious pollution are at the study area's lowest and moderate altitudes. This would mean that agricultural practices near the foot of the slopes (low altitudes) would be responsible for the rapid pollution of the surrounding wells. However, wells at low altitudes are generally susceptible to pollution (Nguedia et al. 2022). This would also justify relatively high nitrate and ammonium concentrations in the wells, coming from the drainage of chemical fertilizer residues from the plantations to the low points surrounded by wells at the bottoms of the slopes.

The study highlighted the human activities on the ground that degrade the quality of Bafoussam's unconfined groundwater resources by studying land use, sanitary diagnosis, and water quality analysis. Poor housing conditions, the existence of industries that discharge untreated effluents into the environment, and poor agricultural practices on the city's outskirts are the causes of groundwater pollution. This water quality degradation is associated with an uncontrolled urbanisation plan, which could lead to further deterioration in the future, with high levels of pollution across the area.

The dominant facies of Bafoussam's groundwater are chloride, sulphate, calcium, and magnesium. The water's enrichment arises from the natural contribution of mineral elements from local rocks and from agricultural and industrial pollution.

Pollution in Bafoussam increases over time with urban development. The simple Student's t-test shows that there is a significant difference at the 5% level, between 2006 and 2021, for groundwater nitrate and ammonium concentrations.

The model used to make the pollution map in this study took into account parameters such as land use and groundwater nitrate and ammonium concentrations. The model could be used as part of a watershed study for future work.

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict.

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