Groundwater is considered to be a safe and reliable source of drinking water in many parts of Africa. However, high population densities have led to its contamination with harmful pathogens. This study aimed to assess the suitability of groundwater for human consumption, specifically drinking water, using the water quality index (WQI) in the Mufuchani area of Zambia's Copperbelt Province. Water samples were collected from six boreholes and 14 wells between June, July, and August 2023, and their physio-chemical and biological parameters were analyzed. Results showed that 95% of the water samples had elevated levels of total and fecal coliforms. Furthermore, the WQI was determined. Based on the WQI values, 5% of the samples are described as 'excellent', 35% as 'good', and 14% as 'very poor'. In conclusion, the groundwater quality in the area was found to be compromised and unsafe for human consumption without treatment. We therefore recommend water treatment of water from groundwater sources either at the household level or at the community storage points before it is supplied. Furthermore, we recommend public health awareness campaigns on the need for appropriate sanitation technologies, and behavioral change specifically with respect to fecal sludge management in the study area.

  • Groundwater quality in Mufuchani is significantly compromised, with 95% of samples contaminated by total and fecal coliforms.

  • Mining and poor sanitation infrastructure are major contributors to groundwater contamination in the study area.

  • High acidity and elevated heavy metal concentrations, particularly copper and nickel, pose serious health risks to the communities in the study area.

  • Urgent interventions, including water treatment and improved sanitation, are needed to ensure safe drinking water for the residents.

Access to safe and clean water is fundamental for human well-being and development and is recognized as a basic human right (U.N. Resolution A/RES/64/292 2010; Abegaz & Midekssa 2021). Although 71% of the Earth's surface is covered by water, only a small fraction is fresh and suitable for drinking, as most water is saline (Edition 2011; Dinka 2018). Freshwater resources are becoming increasingly scarce due to various factors, including population growth, urbanization, and climate change, which exacerbate water stress across many regions of the world (Kumar 2019). It is estimated that more than 300,000 children under the age of five die annually due to a lack of safe drinking water (Lamb et al. 2021), highlighting the urgency of addressing water quality and availability globally. By 2050, it is expected that more than 50% of the world's population will be experiencing moderate water stress, with 80% of those affected living in developing countries (Simelane et al. 2020).

Urbanization is another significant challenge that exacerbates water quality issues. It is anticipated that over two-thirds of the global population will reside in urban areas in the near future, leading to heightened pollution from wastewater, industrial effluents, and other anthropogenic activities (Kim & Kim 2022). Urban land cover changes often result in increased runoff and diminished water quality, necessitating more advanced wastewater treatment processes to manage the growing pollution loads (Uitto & Biswas 2000). In developing countries, the situation is even more critical as access to adequate wastewater treatment and sanitation is limited, with around 40% of the global population lacking access to improved sanitary facilities (Liyanage & Yamada 2017).

The hydrological cycle is intricately linked to water quality, with changes in land use, climate, and human activities influencing both water quantity and quality. Increased runoff and pollution from urban areas degrade water quality, as seen in regions where urban wastewater discharges lead to high levels of biochemical oxygen demand and total coliforms (TC), along with low dissolved oxygen (DO) levels (Karn & Harada 2001). Such environmental pressures are also evident in Sub-Saharan Africa, where groundwater plays a critical role in water supply, especially in arid and semi-arid regions where surface water is scarce or unreliable (Lapworth et al. 2017). However, the quality of groundwater is under increasing threat due to industrial activities, agricultural runoff, and poor waste management practices (Mukhtar et al. 2021).

In Zambia's Copperbelt Province, industrial and mining activities are key drivers of groundwater contamination. The province's extensive mining operations, coupled with rapid urbanization and inadequate wastewater management, have resulted in the contamination of groundwater with heavy metals and other industrial pollutants (Masindi & Abiye 2018; Masindi & Foteinis 2021). Poor agricultural practices, such as the excessive use of fertilizers and pesticides, further degrade water quality (Khatri & Tyagi 2015). Groundwater contamination in this region poses significant public health risks, including hypertension, kidney disease, and other serious health conditions, which burden the healthcare system and reduce the quality of life for affected populations (Ali et al. 2024).

Assessing the quality of groundwater is therefore crucial to ensuring its safety for drinking and other uses. Various methods have been developed to evaluate groundwater quality, including the water quality index (WQI), the fuzzy comprehensive method, and the health risk weight method (Yi et al. 2019; Wu et al. 2020; Ali et al. 2024). Among these, the WQI is particularly favored due to its simplicity, practicality, and versatility in integrating multiple water quality parameters into a single, easily interpretable value (Kumar et al. 2024). The WQI was first introduced by Horton (1965) and has since been widely applied in different regions to assess the suitability of water for drinking and other purposes. In regions like the Copperbelt, where water resources are under significant pressure from industrial and urban activities, the WQI serves as an essential tool for decision-makers to evaluate and communicate water quality effectively.

Despite the widespread use of the WQI in assessing water quality, limited research has focused on its application in regions heavily impacted by mining activities, such as the Copperbelt Province in Zambia. Previous studies in Zambia have primarily addressed industrial contamination and urban runoff but have not specifically examined the impact of mining on groundwater quality in areas like Mufuchani (Nambeye 2017; Banda 2020). This study aims to fill this gap by assessing the suitability of groundwater for drinking in the Mufuchani area using the WQI. By identifying the key pollutants and evaluating the overall water quality, this research will provide valuable insights for local authorities and water managers to develop strategies to protect groundwater resources and ensure safe drinking water for the community.

Description of the study area

For this study, Mufuchani, a densely populated slum in Kitwe within Zambia's Copperbelt Province, was selected to analyze groundwater quality and assess the combined impact of mining activities and inadequate sanitation. The Copperbelt region is rich in copper deposits, which significantly influence the spatial patterns of development and settlement. The increase in population in the Copperbelt, particularly in Kitwe City, can be attributed to mining activity, a major pull factor for migration.

Mufuchani's location is significant due to its proximity to major mining operations, making it an ideal case study for understanding how industrial activities and poor waste management affect groundwater resources. Geographically, Mufuchani is situated between latitudes 12°48′30″ S and longitudes 28°15′30″ E, within the Chantete ward (Figure 1). The area lies at an altitude ranging from 1,200 to 1,455 m above sea level (Hampwaye 2008), which influences both the hydrological characteristics and water flow patterns in the region.
Figure 1

Map of the study area.

Figure 1

Map of the study area.

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The climate of the Copperbelt province is characterized by a humid rainy season, with high rainfall amounts, alongside cooler dry and hot seasons. Temperatures in the Copperbelt typically range from 15 °C in May and June to 32 °C in October, which can further affect groundwater recharge and quality (Hampwaye 2008). Kitwe, the broader city encompassing Mufuchani, spans approximately 31,328 km2, accounting for 4.2% of Zambia's total land area (Kitwe 2016). By selecting Mufuchani as the study site, this research aims to provide insights into the groundwater contamination risks in densely populated and industrially influenced regions, highlighting the urgent need for improved water management and pollution control measures.

Research design

A mixed-methods research design was employed for this study to ensure a comprehensive understanding of the factors influencing water quality. A cross-sectional survey was conducted, utilizing the World Health Organization (WHO) sanitary survey framework in conjunction with household surveys. This approach enabled the collection of data on household demographic characteristics and the status of water, sanitation, and hygiene practices within the study area. Additionally, an ecological survey was performed to facilitate water sampling from a mix of boreholes and wells. The sampling and subsequent analysis focused on both physico-chemical and biological water quality parameters. Operating procedures adhered to the standards outlined by the American Public Health Association (DeJarnett et al. 2018) for the examination of water and wastewater, ensuring the reliability and validity of the data collected.

Sampling methods

Groundwater samples were systematically collected from a total of 20 sampling points, comprising six boreholes and 14 wells. To effectively capture both temporal and spatial variations in groundwater quality, samples were taken bi-monthly. The geographical coordinates of the sample collection sites were recorded using a handheld global positioning system (GPS) and are detailed in Table 1. Water samples were obtained by pumping stagnant water from the boreholes and open wells for a duration of 10 min to ensure the removal of any standing water. Each sample was collected in pre-washed, sterilized 750 mL bottles, which were capped immediately after collection. The bottles were then labeled and carefully transported in a cooler box, maintained at 4 °C, to the Copperbelt University Laboratory for subsequent analysis. Furthermore, physico-chemical parameters including pH, temperature, conductivity, and total dissolved solids (TDS) were measured on-site using multi-probe meters to ensure timely and accurate results. Microbiological water quality analysis was conducted within 24 h of sample collection to maintain the integrity of the samples.

Table 1

Showing groundwater sampling sites and their GPS values for the different sampling points

IDLATLONIDLATLON
SP1 –12.7888778 28.2585917 SP11 –12.7937 28.26330 
SP2 –12.7877972 28.2580722 SP12 –12.7937 28.26335 
SP3 –12.7859583 28.2587639 SP13 –12.7861 28.26505 
SP4 –12.7821583 28.2573361 SP14 –12.7848 28.26674 
SP5 –12.7799361 28.2568083 SP15 –12.7812 28.26922 
SP6 –12.7809778 28.2586556 SP16 –12.7798 28.26613 
SP7 –12.7843611 28.2579917 SP17 –12.7787 28.26947 
SP8 –12.7842861 28.2583583 SP18 –12.7790 28.26818 
SP9 –12.7892278 28.2613222 SP19 –12.7789 28.27165 
SP10 –12.7928611 28.2630361 SP20 –12.7795 28.27229 
IDLATLONIDLATLON
SP1 –12.7888778 28.2585917 SP11 –12.7937 28.26330 
SP2 –12.7877972 28.2580722 SP12 –12.7937 28.26335 
SP3 –12.7859583 28.2587639 SP13 –12.7861 28.26505 
SP4 –12.7821583 28.2573361 SP14 –12.7848 28.26674 
SP5 –12.7799361 28.2568083 SP15 –12.7812 28.26922 
SP6 –12.7809778 28.2586556 SP16 –12.7798 28.26613 
SP7 –12.7843611 28.2579917 SP17 –12.7787 28.26947 
SP8 –12.7842861 28.2583583 SP18 –12.7790 28.26818 
SP9 –12.7892278 28.2613222 SP19 –12.7789 28.27165 
SP10 –12.7928611 28.2630361 SP20 –12.7795 28.27229 

Determination of total and fecal coliforms in water

TC and fecal coliforms (FC) concentrations were determined using the Most Probable Number method (DeJarnett et al. 2018) that utilizes the Chromocult broth media. To determine TC 5.2 g of M. Endo Agar Les media were measured and dissolved in 200 mL distilled water, then gently heated to dissolve the media completely. The media was cooled to 40–50 °C in a water bath, then mixed gently and 10 mL was poured into petri dishes to solidify after which the test was carried out using the membrane filtration technique. After 24 h, the petri dishes were removed from the incubator and examined for bacteria colony growth. A 10–15× magnifier microscope was used to count the colonies. The colonies that indicated a yellow color were enumerated as positive colonies for total coliform and were reported as colony forming units (CFU) per 100 mL (DeJarnett et al. 2018). The same procedure was used to determine FC in water samples except that this time m-FC agar media was used.

Sampling and analysis of heavy metals in water samples

Water samples were collected using trace metal clean procedures (Clesceri et al. 1998). All equipment used for sample collection, storage and analysis of heavy metals were pre-cleaned using high-purity nitric acid (GFS Chemicals Inc.) and rinsed with copious amounts of Milli-Q water to ensure that they are trace-metal free. After rinsing, the bottles were stored in double-bagged zip-lock polyethylene bags. Such cleaning and storage procedures ensured that there were no detectable metal contaminants in the sampling equipment. The samples were collected in polypropylene bottles and filtered immediately through 0.45 μm and acidified with ultra-pure HNO3 to pH < 2 and stored at 4 °C prior to heavy metal analyses.

Other physico-chemical parameters that are known to influence the behavior of dissolved metals, such as pH and electrical conductivity (EC), were measured in the field following the procedures outlined in DeJarnett et al. (2018). Heavy metals in the filtrate (0.45 μm) are here operationally defined as ‘dissolved’. The study focused on the dissolved fraction as this fraction is more likely to have measurable biological effects on aquatic organisms (Di Toro et al. 2000). In addition, the dissolved metals have been shown to be similar to the exposure conditions used in toxicity tests (US EPA 2002), allowing for comparisons between standard toxicity tests and field community surveys (Ogendi et al. 2004, 2008). Metal concentrations were determined by the atomic absorption spectrophotometer. In brief, 15 mL of sample was transferred into a vial into which an internal standard containing 40 μg/L 6Li, 75Ge, 115In, and 209Bi was added. Forty μg/L of 196Au was added to the sample solutions to stabilize Hg. A standard calibration curve for all the analytes was established on standards prepared in a linear range from 1 to 100 ppb. National Institute of Standards and Testing Reference Material (NIST 1640) and procedural blanks were analyzed for all selected heavy metals.

Statistical analysis

The data were tested for normality and homogeneity of variance using the Kolmogorov–Smirnov normality test (p ≤ 0.05) and Levene's test for equal variances (p ≤ 0.05), respectively (MINITAB® Statistical Software for Windows ver. 14). Data satisfying the assumptions of normality was used to compare the heavy metal concentrations in water and fish samples from the selected study sites using analysis of variance to test for differences amongst sites and sampling occasions (α = 0.05).

Water quality index

The WQI has been calculated by using the standards of drinking water quality recommended by the World Health Organization (WHO 2008) and Zambia Bureau of Standards (ZABS). The WQI was then calculated using the weighted arithmetic method, which was originally proposed by Horton (1965) and developed by Brown et al. (1972). The weighted arithmetic WQI is represented in Equation (1) and its classification status is displayed in Table 2:
(1)
Table 2

Shows the classification of water quality status based on the WQI

No.WQI levelWater quality classification
0–25 Excellent 
26–50 Good 
51–75 poor 
76–100 Very poor 
>100 Unfit and unsuitable for drinking 
No.WQI levelWater quality classification
0–25 Excellent 
26–50 Good 
51–75 poor 
76–100 Very poor 
>100 Unfit and unsuitable for drinking 
In this equation, n represents the number of variables or parameters, Wi denotes the unit weight for the ith parameter, and Qi is the quality rating (sub-index) of the ith water quality parameter. The unit weights (Wi) of the various water quality parameters are inversely proportional to the recommended standards for their corresponding parameters:
(2)
(3)
where Sn represents the standard value for the ith parameter and K denotes the proportional constant, the value of K has been set to 1.
According to Brown et al. (1972), the value of quality rating or sub-index (Qi) is calculated using the following equation:
(4)
where Vo denotes the observed value of the ith parameter at a specific sampling site, and Vi represents the ideal value of the ith parameter in pure water.

All the ideal values (Vi) are taken as zero for drinking water except pH and DO (Inayathulla & Paul 2013). In the case of pH, the ideal value is 7.0 (for natural/pure water) while the permissible value is 8.5 (for polluted water). Similarly, for DO, the ideal value is 14.6 mg/L while the standard permissible value for drinking water is 5 mg/L.

Calculation of quality rating for DO

DO is a critical indicator of water quality, reflecting the health of aquatic ecosystems and the suitability of water for human consumption. The ideal concentration of DO in water is 14.6 mg/L, which supports the optimal biological activity. However, for drinking water standards, a minimum permissible level of 5 mg/L is established to ensure safety and public health. In this context, assessing the quality rating for DO becomes essential in evaluating water quality. This section outlines the methodology for calculating the quality rating based on the observed and ideal values of DO, thereby providing insights into the water's overall quality and its suitability for various uses:
(5)
where Vdo represents observed value of DO.

Calculation of quality rating for pH

The basic measure of pH, which expresses how acidic or alkaline water is, has a big impact on the chemical and biological activities that occur in aquatic environments. Natural water has an ideal pH of 7.0, which is neutral. Polluted water sources are allowed to have a pH of 8.5 in order to lessen their negative effects on the ecosystem. Comprehending the pH quality rating is essential for evaluating water quality and guaranteeing adherence to environmental regulations. In order to provide a framework for assessing water quality, this section outlines the methodology for calculating the pH quality rating based on the observed values in relation to the ideal and permissible limits:
(6)
where VpH represents the observed value of pH.

Physical and biological parameters

The analysis of physical and biological water quality parameters across 20 sampling points, as displayed in the heat map in Figure 2, revealed significant variations and potential health risks. EC values ranged from 13.5 μS/cm at SP19 to 260.6 μS/cm at SP14, with a mean of 1.19 μS/cm, reflecting variations in mineral content and ionic concentrations influenced by geological and human activities in the area. Turbidity levels varied significantly, from 1.16 nephelometric turbidity units (NTU) at SP5 to a notably high 223 NTU at SP20, with an overall mean of 30.96 NTU, far exceeding the WHO and ZABS limits for safe drinking water. Only 35% of the samples fell within the acceptable turbidity range, indicating widespread contamination by suspended solids. Additionally, 45 and 65% of the water samples exceeded WHO and ZABS color standards, respectively, with the highest values recorded at SP20, SP12, SP13, and SP11, likely linked to dissolved organic matter or contamination from mining activities. Temperature readings remained relatively consistent, ranging from 20.2 °C at SP1 to 25.7 °C at SP16, showing no significant thermal pollution but maintaining conditions suitable for microbial growth. The biological analysis, also shown in Figure 2, revealed severe contamination by TC and FC, with SP1 being the only exception. The majority of the samples showed excessively high concentrations of FC and TC, suggesting direct contamination from fecal sources due to inadequate sanitation infrastructure in the vicinity. This poses significant public health risks, emphasizing the urgent need for better sanitation measures and protective strategies for groundwater sources.
Figure 2

Physical and biological parameters of the water samples.

Figure 2

Physical and biological parameters of the water samples.

Close modal

Chemical parameters

The analysis of chemical parameters across the 20 sampling points, as shown in Figure 3, indicates significant variability in water quality. pH levels ranged from 4.62 at SP19 to 7.84 at SP20, with an overall mean of 6.08. Approximately 65% of the samples exhibited pH values below the permissible limits established by both WHO and ZABS standards, with only two sampling points having pH levels greater than 7. The majority of the water samples tended to be acidic, with pH values spanning from 4.63 to 6.91, suggesting potential acidity-related contamination sources. In terms of total suspended solids (TSS), SP20 displayed the highest concentration at 210 mg/L, followed by SP12, SP7, SP13, and SP11 with values of 95.3, 95.3, 91.7, 89.7, and 85.7 mg/L, respectively. The remaining samples exhibited significantly lower TSS concentrations, ranging from 1 to 32.3 mg/L, indicating varying levels of particulate matter across the region. TDS also demonstrated significant variation, with values ranging from 6.75 mg/L at SP19 to 130 mg/L at SP14. Elevated TDS concentrations were observed at SP7, SP11, SP12, SP14, and SP15, pointing to potential dissolved mineral content or contamination sources. DO levels remained relatively stable across the sampling points, ranging from 4.2 to 7.7 mg/L, suggesting consistent oxygenation levels across the study area. Calcium hardness (Ca hardness) and total hardness (T hardness) were detected at specific sampling points, with SP15 recording the highest total hardness value of 135 mg/L and SP14 the highest calcium hardness at 115 mg/L. The lowest hardness values were observed at SP1, highlighting regional variations in water hardness and potential geochemical influences.
Figure 3

Levels of various chemical parameters of water quality in the water samples.

Figure 3

Levels of various chemical parameters of water quality in the water samples.

Close modal

Heavy metal parameters

The analysis of heavy metals across the 20 sampling points, as illustrated in Figure 4, showed a generally low and negligible presence of metals such as iron (Fe), lead (Pb), zinc (Zn), and cobalt (Co) in all samples. However, the results revealed a significant presence of potassium (K) across almost all sample points, with the exception of SP16. Notably, SP17 and SP19 exhibited the highest concentrations of potassium at 15 and 16 mg/L, respectively. Copper (Cu) concentrations were elevated in several samples, including SP1, SP3, SP4, SP6, SP15, and SP18, with levels ranging from 1.2 to 3.9 mg/L. The remaining sample points exhibited relatively lower Cu concentrations. Nickel (Ni) levels were also prominent in SP4, SP7, and SP10, with values of 3, 3.8, and 1 mg/L, respectively. The rest of the samples showed Ni concentrations below 0.2 mg/L. Additionally, calcium (Ca) and magnesium (Mg) were detected in various sample points, particularly in SP1, SP4, SP7, SP12, SP14, and SP15. For magnesium, the highest concentration was recorded in SP15 at 10 mg/L, with the lowest in SP7. In contrast, calcium had its highest concentration in SP14 and the lowest in SP1, indicating variability in mineral content across the sampling locations.
Figure 4

Concentrations of heavy metal in water samples.

Figure 4

Concentrations of heavy metal in water samples.

Close modal

Water quality index

The results of the WQI provide an insightful overview of the overall water quality in Mufuchani, specifically at each borehole sampling point, as depicted in Figure 5. According to the ZABS classification, 5% of the water samples were rated as excellent, 25% as good, 15% as very poor, and a concerning 55% were deemed unfit for human consumption. The WQI values ranged from 1.17 at SP15 to 580.55 at SP7. The distribution of the data showed no significant outliers, as illustrated by the box-and-whisker plot in Figure 5. Similarly, based on the WHO classification, 5% of the water samples were categorized as excellent, 15% as good, 15% as very poor, and 65% were classified as unfit for human consumption. The WQI values under the WHO classification ranged from 0.59 at SP15 to 7475.55 at SP7, with particularly high values observed at SP10, SP7, SP4, and SP1. Regardless of the standard applied, the majority of the sampling points exceeded recommended limits, though there were discrepancies between the ZABS and WHO standards for certain points (see Table 3). This highlights the critical need for targeted interventions to improve water quality in the region.
Table 3

WQIs for the groundwater samples collected from wells and boreholes at Mufuchani, Zambia

Sample ID/NoIndex as per WHOWater quality classificationIndex as per ZABSWater quality classificationDistance from pit-latrines/septic tankDistance from dumpsite
SP-1 1009 Unfit and unsuitable for drinking 32 Good 30 m No dumpsite 
SP-2 89 Very poor 49 Good 30 m No dumpsite 
SP-3 124 Unfit and unsuitable for drinking 108 Unfit and unsuitable for drinking 30 m 12 m 
SP-4 5611 Unfit and unsuitable for drinking 116 Unfit and unsuitable for drinking 25 m No dumpsite 
SP-5 99 Very poor 99 Very poor 30 m 35 m 
SP-6 333 Unfit and unsuitable for drinking 269 Unfit and unsuitable for drinking 15 m 15 m 
SP-7 7476 Unfit and unsuitable for drinking 581 Unfit and unsuitable for drinking 100 m 22 m 
 SP- 8 46 Good 31 Good 25 m 13 m 
SP-9 715 Unfit and unsuitable for drinking 373 Unfit and unsuitable for drinking 40 m 20 m 
SP-10 2102 Unfit and unsuitable for drinking 260 Unfit and unsuitable for drinking 35 m 15 m 
SP-11 156 Unfit and unsuitable for drinking 115 Unfit and unsuitable for drinking 25 m 10 m 
SP-12 353 Unfit and unsuitable for drinking 169 Unfit and unsuitable for drinking 20 m 10 m 
SP-13 132 Unfit and unsuitable for drinking 91 Very poor 30 m No dumpsite 
SP-14 28 Good 29 Good 25 m No dumpsite 
SP-15 Excellent Excellent 15 m 25 m 
SP-16 88 Very poor 88 Very poor 30 m No dumpsite 
SP-17 290 Unfit and unsuitable for drinking 290 Unfit and unsuitable for drinking 30 m 35 m 
SP-18 40 Good 41 Good 30 m 25 m 
SP-19 390 Unfit and unsuitable for drinking 383 Unfit and unsuitable for drinking 100 m 30 m 
SP-20 537 Unfit and unsuitable for drinking 193 Unfit and unsuitable for drinking 30 m 15 m 
Sample ID/NoIndex as per WHOWater quality classificationIndex as per ZABSWater quality classificationDistance from pit-latrines/septic tankDistance from dumpsite
SP-1 1009 Unfit and unsuitable for drinking 32 Good 30 m No dumpsite 
SP-2 89 Very poor 49 Good 30 m No dumpsite 
SP-3 124 Unfit and unsuitable for drinking 108 Unfit and unsuitable for drinking 30 m 12 m 
SP-4 5611 Unfit and unsuitable for drinking 116 Unfit and unsuitable for drinking 25 m No dumpsite 
SP-5 99 Very poor 99 Very poor 30 m 35 m 
SP-6 333 Unfit and unsuitable for drinking 269 Unfit and unsuitable for drinking 15 m 15 m 
SP-7 7476 Unfit and unsuitable for drinking 581 Unfit and unsuitable for drinking 100 m 22 m 
 SP- 8 46 Good 31 Good 25 m 13 m 
SP-9 715 Unfit and unsuitable for drinking 373 Unfit and unsuitable for drinking 40 m 20 m 
SP-10 2102 Unfit and unsuitable for drinking 260 Unfit and unsuitable for drinking 35 m 15 m 
SP-11 156 Unfit and unsuitable for drinking 115 Unfit and unsuitable for drinking 25 m 10 m 
SP-12 353 Unfit and unsuitable for drinking 169 Unfit and unsuitable for drinking 20 m 10 m 
SP-13 132 Unfit and unsuitable for drinking 91 Very poor 30 m No dumpsite 
SP-14 28 Good 29 Good 25 m No dumpsite 
SP-15 Excellent Excellent 15 m 25 m 
SP-16 88 Very poor 88 Very poor 30 m No dumpsite 
SP-17 290 Unfit and unsuitable for drinking 290 Unfit and unsuitable for drinking 30 m 35 m 
SP-18 40 Good 41 Good 30 m 25 m 
SP-19 390 Unfit and unsuitable for drinking 383 Unfit and unsuitable for drinking 100 m 30 m 
SP-20 537 Unfit and unsuitable for drinking 193 Unfit and unsuitable for drinking 30 m 15 m 
Figure 5

Comparison of the distribution of the WQI values for the 20 samples based on both ZABS and WHO standards.

Figure 5

Comparison of the distribution of the WQI values for the 20 samples based on both ZABS and WHO standards.

Close modal
The spatial distribution of the WQI was mapped for both WHO and ZABS standards to visually represent the spread of contamination across the Mufuchani region (Figure 6). The distribution based on the WHO classification revealed a high concentration of contamination in the northeastern part of the region, while the eastern side exhibited lower WQI values. The central, southern, and parts of the northern areas displayed moderate WQI values. In contrast, the distribution according to ZABS standards presented a different pattern, with high contamination spots in the eastern region, cold spots in the central area, and relatively elevated values in certain southern locations. The ZABS analysis indicates that the region is highly contaminated, rendering the water unsuitable for drinking and posing significant health risks to local inhabitants. These findings underscore the critical nature of water quality issues in Mufuchani and the urgent need for remedial action.
Figure 6

Spatial distribution maps of the WQI following the standards of (a) WHO and (b) ZABS.

Figure 6

Spatial distribution maps of the WQI following the standards of (a) WHO and (b) ZABS.

Close modal

Water quality is a key factor in sustainable development, especially in regions like Mufuchani, where groundwater serves as the primary source of drinking water. The results of this study highlight significant challenges posed by both natural processes and human activities that influence water quality. The WQI used in this study provides an integrated assessment of water quality, aligning with the Sustainable Development Goals (SDGs), particularly SDG 6 (Clean Water and Sanitation) and SDG 3 (Good Health and Well-being).

According to the WHO (2011) and ZABS (2010) guidelines for drinking water quality, the permissible limits for EC are 3,000 and 1,500 μS/cm, respectively. In this study, 100% of the water samples recorded EC values below the recommended limit, indicating low salinity levels. However, this does not guarantee that the water is safe for consumption. Low EC values suggest minimal mineral dissolution from the surrounding geology, yet these measurements do not account for contaminants from human and industrial activities (Atta et al. 2022). Conductivity alone cannot reflect the full extent of water quality issues, particularly in regions impacted by industrial activities such as Mufuchani. Similarly, the WHO and ZABS guidelines set the permissible turbidity levels at 5 NTU. Yet, 65% of the water samples in this study surpassed this threshold. Turbidity for well water in this study ranged from 1.94 to 223 NTU whereas the turbidity for borehole water samples ranged from 1.16 to 70.3 NTU with the highest being 70.3 NTU exceeding both the WHO and ZABS guidelines of 5 NTU. The possible contributing factor to high levels of turbidity in water samples could be the nature of the underlying aquifer (Nyirenda 2016). Turbidity, which exceeded permissible limits in most cases, indicates the presence of suspended particles and is often a marker for microbial contamination (WHO 2011; Verma et al. 2020).

The presence of biological contaminants, particularly TC and FC, poses a severe risk to public health. These results are concerning because they indicate fecal contamination, likely from nearby latrines, septic tanks, and inadequate waste disposal systems. All water samples collected from the study area were microbiologically contaminated, with total and fecal coliform levels exceeding the WHO and ZABS guideline limits of 0 CFU/100 mL for fecal coliforms and 0 TC/100 mL for total coliforms. The highest recorded counts were 410 CFU/100 mL and 185 TC/100 mL, respectively. Additionally, 95% of the water samples exhibited elevated levels of both total and fecal coliforms. This situation mirrors findings from studies in other urban areas, such as Amano et al. (2021), where poor sanitation infrastructure led to similar patterns of contamination. The presence of FCs suggests that groundwater sources are highly vulnerable to contamination from human waste, a factor that could lead to outbreaks of waterborne diseases such as cholera and typhoid (Hampwaye 2008). Improving sanitation practices and protecting water sources from contamination must be prioritized to reduce these health risks.

Additionally, the chemical analysis revealed concerning patterns in pH levels, with 65% of the samples showing pH values below WHO and ZABS guidelines of 6.5–8.0. The pH values were as low as 4.84. This suggests that the groundwater is mild to moderately acidic, which can result in corrosive water, increasing the potential for the leaching of metals from pipes (WHO 2011; DeJarnett et al. 2018). The acidic nature of groundwater in this region could be attributed to nearby industrial activities, particularly mining operations, which release sulfuric compounds into the environment, a phenomenon previously observed in similar industrial regions (Khatri & Tyagi 2015; Atta et al. 2022). The elevated pH in certain sampling points, such as SP20, also suggests potential industrial discharges, emphasizing the need for stricter controls on industrial waste disposal to protect groundwater quality. The maximum pH value recorded was 7.84, which falls within the acceptable limits of both WHO and ZABS standards.

Furthermore, heavy metal contamination is another critical issue. Elevated concentrations of copper (Cu) were found in several sampling points, particularly in areas close to industrial sites, where copper concentrations exceeded WHO guidelines (WHO 2011). In this study, the highest concentration of copper was 4.12 mg/L exceeding the WHO and ZABS limits, which are 2 and 1 mg/L, respectively. Copper is often introduced into water through mining and smelting operations, which are prevalent in the Copperbelt Province (Verma et al. 2020). Chronic exposure to elevated copper levels can lead to gastrointestinal and neurological disorders, affecting the liver and kidneys, making this a significant health concern for the local population (Annapoorna & Janardhana. 2015; Nalishuwa 2015; Jing et al. 2016). Similarly, high levels of nickel (Ni) were detected in some samples exceeding the WHO guideline value of 0.02 mg/L. The highest concentration was 3.78 mg/L. There is no guideline value for nickel as per the ZABS standard. Nickel is a known carcinogen, and its presence in groundwater poses long-term health risks. This contamination is likely due to the industrial processes in the area, which require immediate regulatory intervention to prevent further groundwater degradation. In terms of iron, 65% of water samples exceeded the allowable limits of both the WHO and ZABS standards. The highest concentration of iron was 0.47 mg/L from the well exceeding both the WHO and ZABS guideline value of 0.3 mg/L.

The WQI results provide a comprehensive overview of the overall groundwater quality in the region (Ghoderao et al. 2022). Based on the ZABS classification, 5% of water in the study area was excellent water; 15% was very poor water, 25% was good water quality, and 55% was unfit water for drinking water. Similarly, WHO standard classification indicated that 5% of groundwater was categorized as excellent water quality, 10% was classified as good water quality, 15% as very poor water, and 70% as unsuitable and unfit water quality for human consumption (Table 3). This finding aligns with studies such as Amano et al. (2021), which observed that groundwater contamination is common in urban and peri-urban areas affected by industrial activities and inadequate waste management. The high WQI values at several sampling points, particularly SP7 and SP10, suggest severe contamination that encompasses not only biological and chemical parameters but also reflects the cumulative effects of both anthropogenic and natural factors.

When compared with similar studies in other regions, the groundwater quality in Mufuchani is notably worse. For instance, Atta et al. (2022) reported that 35.8% of groundwater samples in their study region were rated as excellent, whereas only 5% of Mufuchani's groundwater achieved this rating. This disparity can be attributed to the intensity of industrial activities in the Copperbelt region and the lack of adequate infrastructure to protect water sources from contamination. These findings indicate a pressing need for policy-driven interventions to monitor and improve water quality, particularly in areas like Mufuchani, where industrial activity is likely to continue to impact the quality of water resources.

This study emphasizes the urgent need for targeted interventions to improve water quality in Mufuchani. Strengthening sanitation infrastructure, implementing filtration and disinfection technologies, and increasing the monitoring of industrial activities are essential steps to safeguard water resources. Policy-makers and other stakeholders must prioritize groundwater protection to ensure safe drinking water for the community and meet the goals outlined by the SDGs including SDG 4 (Quality Education) and SDG 5 (Gender Equality).

The groundwater quality in the study area is significantly compromised, making it unsafe for human consumption without treatment. All sampled stations showed contamination by coliform bacteria, with FC and total coliform levels exceeding WHO and ZABS guidelines. This contamination is largely due to improperly constructed pit-latrines, septic tanks, and sewage systems, as well as the proximity of water sources to refuse dumps, animal waste, and human activity. Additionally, mining activities in the area may contribute to further contamination of the groundwater, with potential risks of heavy metal pollution and other toxic substances leaching into the water. These conditions create pathways for harmful pathogens, posing serious public health risks, including waterborne diseases such as cholera and diarrhea. To address this, we recommend water treatment at both household and community levels, using filtration and disinfection methods. Additionally, public health campaigns are needed to promote better sanitation technologies and improve behaviors related to fecal sludge management, which are essential to reducing contamination and safeguarding community health.

The authors of this manuscript want to express their deep and heartfelt appreciation to the staff and research team at the Copperbelt University for their support all through the study. We are grateful to Mr Sakala William of Copperbelt University's Department of Mathematics, School of Mathematics and Natural Sciences for facilitating sample collection and analysis. Our gratitude also goes to the Pan African Union for the financial support of this study through PAUWES, Algeria. Last but not least, we are grateful to the various reviewers of this manuscript for their valuable comments and feedback.

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

The authors declare there is no conflict.

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