Introduction

Increasing urbanisation as a result of rapid population growth in most African cities imposes a tremendous challenge on the available and future water resources. Since the year 2000, when the majority of the world's population became urbanised, a gamut of international, regional, local, government, and non-governmental organisations spearheaded by the United Nations have dedicated strengths and resources to examining how sustainable water could be provided in the wake of the global climatic changes and increasing population, especially in developing countries (Cobbinah et al. 2016). Arguably, the most ambitious is the formulation of United Nations Sustainable Development Goals 6 (SDGs) as a stand-alone goal to ensure that clean water use and sanitation practice become basic and universal to humanity (UN 2010). However, in recent years, there has been a mismatch between water supply and demand in urban cities of Ghana as a result of increasing population demand. Urban water supply in Ghana (about 62%) is through pipe-borne water, distributed by Ghana Water Company Limited (GWCL) (Ghana Statistical Service 2014). The water supply by GWCL is mostly irregular, inadequate, and within selected geographical settings. Furthermore, with the increasing call for wider water coverage and distribution due to growing population demand, the water supply in the future remains uncertain (Cobbinah et al. 2016; Adimalla 2020a, 2021).

The Bosome Freho District and Bekwai Municipality are characterised by the current paradigm of mixed areas of urban and rural dwellers. About 68% of the households in the Bekwai municipality use borehole water, while 32% use pipe-borne water. The Bosome Freho district is primarily rural, for which reason GWCL water coverage is virtually non-existent; the public water supply is exclusively through borehole water, with few communities around the Lake Bosumtwi using the lake water for domestic purposes (Ghana Statistical Service 2014). In addition, the majority of the population in the study area are into crop farming, in which groundwater is used for irrigation. The use of groundwater for domestic purposes and the farmers' eagerness to upscale their large irrigational farms warrant a complete understanding of groundwater for improved aquifer management (Anim-Gyampo et al. 2018; Adimalla et al. 2020b, 2021).

The Birimian and Tarkwaian aquifer systems are the major sources of public water consumption in the study area. The interactions between these rocks and water often lead to mineral dissolution revealing groundwater properties such as aggressive carbon dioxide, colour, hardness, and total dissolved solids (TDS) (Karro et al. 2009; Adimalla et al. 2020b). With this in mind, the solute concentrations can be inferred to determine the major ions and trace metals contained in groundwater. This can help to analyse the baseline water chemistry and design pollution trends of which future water quality changes can be deduced and predicted (Raiber et al. 2012). Noteworthy studies of groundwater chemistry have shown that a basic knowledge of the natural processes that control water chemistry is essential for the understanding of groundwater quality (Hem 1985; Appelo and Postma 2005).

In the Ashanti region of Ghana, a considerable number of water quality assessment studies have been reported by various researchers. Tay et al. (2018) characterised the hydrochemistry of groundwater and surface water in mining communities of Amansie and Adansie Districts in the Ashanti region. The results indicated that low acidic groundwater and silicate weathering are the main natural factors controlling groundwater chemistry in the area. A study on groundwater quality by Nkansah and Ephraim (2009) in the Ejisu-Juaben and Bosomtwi-Atwima Kwanwoma Districts in the Ashanti region of Ghana also revealed that the physicochemical parameters and trace metals were all within the acceptable limits for drinking water. Notwithstanding the numerous groundwater quality studies in the region, the use of multivariate statistics to elucidate the natural factors controlling groundwater chemistry has received little attention, for which reason there is a paucity of research. In contributing to addressing this research paucity, multivariate statistical methods such as hierarchical cluster analysis (HCA) and principal component analysis (PCA) are unique tools used to assemble water chemistry into distinct clusters aiding in scientifically robust inferences such as anthropogenic and geogenic origins of the water chemistry (Kim et al. 2014; Adimalla et al. 2018). The present study set out to (1) investigate the natural and anthropogenic factors controlling groundwater chemistry in the Bosome Freho District and Bekwai Municipality; (2) ascertain the natural baseline water chemistry in the aquifers study area. The results obtained will be helpful to understand the hydrogeochemical process for improved aquifer management.

Study area

The study area consists of two administrative areas; the Bosome Freho District and the Bekwai Municipality formerly called the Amansie East District. These areas are located in the south-eastern part of the Ashanti region of Ghana. The Bosome Freho District is approximately 95% rural settings, and water supply is mainly through groundwater wells fitted with handpumps (Ghana Statistical Service 2014). The landforms of the study area are forest dissected plateau characterised by flat and undulating topographical elevations ranging between 721 m.a.s.l and 91 m.a.s.l. (Fig. 1). Lake Bosumtwi, a natural crater lake formed as a result of meteorite impact ca. 1.07 Ma, is centred in the northeastern part of the study area (Elbra et al. 2007). The Lake forms a circular hydrological basin believed to be recharging the aquifers in the area. Several rivers and tributaries such as the Pra, Anum, Sunso, Fre, and Oda rivers form dendritic drainage patterns in the study area (Ghana Statistical Service 2014).

Fig. 1
figure 1

The study area showing the two administrative areas with the sampling points

The area belongs to a semi-equatorial climatic zone, which generally consists of two rainfall seasons. The major rainfall season begins from March to July, while the minor rainfall season lasts only 3 months, from September to October. The rainfall amount ranges between 1600 and 1800 mm, with an average annual precipitation of 1550 mm. The groundwater recharge is usually 30–35% of the total precipitation in the area. The relative humidity is very moderate in the area, but can be high as 70% during the rainy season. Potential evapotranspiration rates in the region have been reported to range from 60 to 80% (Amu-Mensah et al. 2019). The mean annual temperature ranges between 20 °C and 32 °C with an average of 25 °C. This together with the rainfall patterns boost agricultural food production in the area (Ghana Statistical Service 2014).

The vegetation in the study area is a semi-deciduous forest, mainly of economic trees such as Wawa, Odum, Sapele, and Mahogany. The dominant vegetation cover in the district is the Akyeampong shrub (Chronolaena Ordorata), which serves as raw materials for domestic and industrial uses. The area is overlain by three soil types derived from the weathering of the Birimian and the Tarkwaian rocks. The ferric acrisols is the predominant soil found in the study area (Fig. 2). The haplic and gleylic alisols soils are found in small portions of the study area, with the latter found in areas around Lake Bosumtwi. The ferric lixisols soil is overlain in the southern part of the area. There are also accepted local soil classification that supports cocoa trees, oil palm trees, and quarrying. They are the Asikuma-Atewu Ansum compound soil, Bekwai-Oda compound soil, the Kobeda-Amuni Bekwai simple soil, and the Juaso-Manso association soil (Ghana Statistical Service 2014).

Fig. 2
figure 2

The various soil types that underlay the study area

Regional and local geology

The study area is underlain by rocks of the Birimian Supergroup and the Tarkwaian Group (Fig. 3). The Birimian Supergroup is predominantly found in the study area and consists of metamorphosed sedimentary and volcanic rocks (SNC-Lavalin/INRS 2011). These rock units exhibited low-grade metamorphism and were formed contemporaneously during the early Proterozoic era 2166 ± 66 Ma (Leube et al. 1990), invalidating the earlier studies by other researchers that the metavolcanic rocks were younger than metasedimentary rocks (Moon and Mason 1967). Studies by Leube et al. (1990) show that Birimian metasedimentary rocks are made up of chemical sediments, volcaniclastics, and argillitic rocks. These rock units have metamorphosed now into rock types such as phyllites, schists, shale, and meta-graywackes. The Birimian metavolcanic rocks, commonly called greenstones, on the other hand, consist of basalt and minor interbedded volcaniclastics rocks, which have metamorphosed into amphibolites and calcite–chlorite schist. Evidence of petrographical and geochemical studies done by Karikari et al. (2007) around Lake Bosumtwi and its surrounding areas revealed that the lithologies are dominated by quartz, feldspar, micas carbonates, Fe oxides, and chlorite. Mumin and Fleet (1994) also found out carbonate minerals such as calcite, magnesite, siderite, and ankerite in different amounts in the Birimian rocks of the Ashanti Gold Belt, Ghana. The Birimian rocks are folded and intruded by the Eburnean Plutonic Suite, mainly granitoid formed during the Eburnean Orogeny of the Paleoproterozoic era approximately 2150–2070 Ma (Feybesse et al. 2006). This intrusive is composed of muscovite granite, biotite—hornblende granitoid, minor granodiorite, and locally coarse-grained leucogranite (SNC-Lavalin/INRS 2011). The intrusive granites in the area are rich in minerals such as quartz, biotite, alkali feldspar, plagioclase feldspar, muscovite, and chlorite (Karikari et al. 2007). The Tarkwaian Supergroup is found in the south-eastern part of the study area and lies unconformably on the Birimian rocks. These are clastic sedimentary rocks that originate from the Birimian and associated granitoid during the Eburnean Orogeny in the Ashanti Belt. The rocks were eroded and uplifted, filling a large graben of the Tarkwaian rocks. The thickness of the Tarkwaian rocks within the Ashanti Belt is circa 2500 m with an approximate age of 2133–2132 Ma (Hirdes and Nunoo, 1994; Smith et.al. 2016). The Tarkwaian rocks are divided into: the Tarkwa Phyllite, Banket Series, and the Huni Sandstones. The Banket Series comprises sandstones and conglomerates with minor grits and overlain by the Tarkwa Phyllite, which consists of argillites, siltstones, and tuffs. The Huni sandstones comprise uniform sandstones and are the uppermost layer of the Tarkwaian group (SNC-Lavalin/INRS 2011; Smith et al. 2016). The sandstones are rich in quartz, feldspar, micas, sericite, and chlorite. Opaque minerals such as magnetite and pyrite are also observed in the Huni sandstones and Banket Series (Brako et al. 2020). There are small pockets of the Mesozoic rocks scattered in the area and comprise mafic dyke and dolerite (SNC-Lavalin/INRS 2011).

Fig. 3
figure 3

The geology map of the study area

Hydrogeology

Hydrogeologically, the Bosome Freho District and Bekwai Municipal belong to the Birimian Province and the Crystalline Basement Granitoids Complex Province (Dapaah-Siakwan and Gyau-Boakye 2000). The Birimian Province consists of aquifers of the metasediments and metavolcanics of the Birimian Supergroup as well as the Tarkwaian group, while the Crystalline Basement Granitoids Complex is made up of granitoids aquifers. The primary intergranular porosities and permeabilities of the aquifers in the region are typically low. However, secondary porosity arising from the weathering and the activities of Eburnean Orogeny have increased the pores and high fractures within the aquifers (Dappah-Siakwan and Gyau-Boakye 2000). In combination with the topography, structural entity, and lithology, these factors control groundwater occurrence in the region. Within the Crystalline Basement Granitoids Province, groundwater typically occurs in the saprolite, saprock, and fractured bedrock (Banoeng-Yakubu et al. 2011). The mode of groundwater in the Birimian Province is more defined in the lower part of saprolite and the upper part of the saprock. These two regolith profiles are hydraulically connected with their storage and permeability (Carrier et al. 2008). In terms of weathering, rocks of the Birimian show a higher degree of weathering than the granitoids due to the lower jointing and fracturing contained in the granitoids. This has consequently resulted in lower groundwater yields and shallower groundwater tables in granitic terrains. The presence of quartz veins or pegmatites in Birimian Province has been documented to possess higher quantities of groundwater (Carrier et al., 2008). Evidence of long-term borehole drilling records collated in the region from 1991 to 2011 reveals that the Birimian has an average well yield of 30–60 l/min and a higher drilling success rate (91%) than the granitoids aquifer with an average borehole yield of < 30 l/min (Osei-Nuamah and Appiah-Adjei 2017). The groundwater flow pattern in the study area is mostly from north to south and some extent towards the northeastern part. This is consistent with the structural orientation of the Birimian and associated rocks, in which the rocks are oriented N–S to NE–SW direction (Leube et al. 1990). The recharge areas are mostly in the northern parts, whereas the discharge areas are in the south and northeast towards Lake Bosumtwi. The wells are within depths ranging between 27 m and 74 m. The borehole yields in the study area range between 10 l/min and 300 l/min with an average of 49 l/m. The transmissivity value also ranges from 0.43 m2/day to 69.1 m2/day with an average value of 13.7 m2/day. The depth to groundwater levels in the study area also vary from 5 m to 43 m, with an average of 15.3 m.

Methodology

Groundwater sampling was carried out between 5 September and 9 October 2016 in accordance with sampling procedures espoused by Barcelona et al. (1985). The Garmin Etrex GPS was used to measure the coordinates of the latitude, longitude, and altitude of each borehole. Sixty-four (64) groundwater samples were collected from boreholes with depths ranging between 27 m and 74 m. Before sampling, the bottles were cleaned in the laboratory by immersing them in a 5% nitric acid solution and subsequently washing them with distilled water to remove any contaminants in and around the bottles. The boreholes were purged between 5 and 10 min to have uniform well-mixed water. Unstable and in-situ parameters such as pH and electrical conductivity were measured in the field using a Hach Multi-Probe Meter. The alkalinity was also measured in the field using the Hach digital titration kit. Groundwater samples were collected into 250 mL polyethylene bottles for the analysis of major ions and trace elements.

Major cations such as sodium and potassium were analysed using Flame Emission Photometer (Sherwood model 420) at the Water Research Institute laboratory in Accra. Magnesium and calcium were also analysed using Varian AA240 Fast Sequential Atomic Absorption Spectrometer. Chloride, sulphate, phosphate, nitrate, and fluoride were analysed by calorimetry using a UV–visible spectrophotometer (Spectroscan 60 DV model). The Atomic Absorption Spectrophotometer was employed to analyse total iron and manganese. All the analysed data were subjected to international certified standards. The accuracy of the hydrochemical parameters was computed using the charge balance error (CBE) formula, which was reproducible within ± 10 error limits (Appelo and Postma 2005)

$$\mathrm{CBE }=\frac{\sum \mathrm{Cations}-\sum \mathrm{Anions}}{ \sum \mathrm{Cations}+ \sum \mathrm{Anions} }\times100\mathrm{\%},$$
(1)

where \(\sum\)Cations and \(\sum\)Anions are the sums of the equivalent concentrations of the cations and anions, respectively, measured in milliequivalents per litre (meq/L).

The results of water chemistry were processed using SPSS analytical software version 26.0. Here, the hierarchical cluster analysis tool was used to partition the chemical parameters into homogenous groups according to their similarities and dissimilarities features (Güler et al. 2002). The chemical data were first subjected to a normality test to determine if the datasets are drawn from a Gaussian distributed population (Loh et al. 2020). The datasets that deviate from this normality test were subsequently standardised using the relation in Eq. 2

$$Z = \frac{X-\mathrm{mean}}{\mathrm{Stdev}},$$
(2)

where Z is the standardised score or measurement; X is the measured chemical parameter.

The standardised datasets were further used to generate hierarchical cluster analysis of the R-mode and Q-mode dendrograms using the Euclidean distance and Ward's linkage method. These methods were used because of their successful outcomes presented in numerous studies (Li et al. 2019; Loh et al. 2020). The R-mode HCA was applied to ascertain the sources of the hydrochemical parameters, whereas the Q-mode HCA was used to classify the spatial relationships of the chemical parameters.

On the other hand, the principal component analysis was also employed to reduce the dimensions of the large datasets into components or factors that would help describe the relationship of the chemical parameters. The Kaizer Criterion was used to determine the required number of factors in the model; usually, they have an eigenvalue of 1. The varimax rotation method was used to increase the variance of the extracted components.

The PHREEQC geochemical modelling software was used to calculate the saturation indices of the minerals present in the groundwater. The Wilcox diagram was used to evaluate the suitability of the groundwater for irrigation. The water quality index (WQI) was computed for the hydrochemical parameters using the expressions in Eqs. (14) to (17). Finally, the water quality distribution map was spatially interpolated by inverse distance-weighted (IDW) technique using ArcGIS software 10.7.1.

Results and discussion

General hydrochemistry

The physicochemical parameters and trace metals of the groundwaters in the study area are statistically summarised in Table 1. The pH values of the groundwater samples lie within the range of 5.25–7.64 with a mean value of 6.25. This suggests that the pH of the water is neutral-to-moderately acidic (Hounslow 1995). Electrical conductivity is a qualitative parameter that describes the chemical ions present in natural waters (Marandi et al. 2013). The specific conductance values vary from 43.7 to 770 µs/cm, suggesting a dilute to highly mineralised groundwater. The lowest specific conductance values (less than 200 µs/cm) are primarily found in the western and southern parts of the study area.

Table 1 Summary of the physicochemical parameters in the study area

Similarly, specific conductance values greater than 500 µs/cm generally show an increasing trend towards the eastern parts close to Lake Bosumtwi. The highly mineralised water originates from the leaching and dissolution of the fractured plutonic rocks, which possibly contain more ionic water, and is hydraulically connected with the Tarkwaian rocks that overlie unconformably on the Birimian formations. The TDS concentrations range from 24  to 424 mg/L with an average of 137 mg/L, suggesting that the groundwater in the study is relatively young (Freeze and Cherry 1979). The low TDS concentrations correlate with the relatively low specific conductance values in the study area, mainly due to the shorter residence time of the groundwater. All the major ions and trace metals are within the WHO acceptable limits for drinking water except for one borehole with fluoride concentrations of 2.94 mg/L. The elevated fluoride concentration can intuitively be described as sampling or laboratory error. This is because all the boreholes have fluoride concentrations less than the WHO acceptable limits for fluoride in drinking water (1.5 mg/L). In addition, one borehole sample has a total iron and manganese concentration above the WHO background value of 0.3 mg/L and 0.4 mg/L, respectively.

Major ions’ chemistry and correlations

The major groundwater quality parameters were evaluated by their relationships using Pearson's correlation coefficient (r). The correlation coefficient (r) has an interval of − 1 and 1, and is usually tested at a significant level of P < 0.05 (Table 2). Generally, strong and weak correlations values (r) are used to infer the relationships of the chemical parameters. These values lie in the range between r > 0.7 and r < 0.5, respectively, while moderate correlations (r) values lie between 0.5 and 0.7. In the study area, the orders of dominance of the cations are Na+ > Ca2+ > Mg2+ > K+ and for the anions are HCO3, > Cl > , SO42− > NO3. For the cations, sodium appears copiously in most of the groundwater wells due to the weathering of the silicate minerals such as albite and plagioclase found in the host plutonic rocks. Sodium correlates strongly with SO42− (r = 0.77), TDS (r = 0.77) and EC (r = 0.77). The moderate correlation between Na+ and HCO3 (r = 0.67) suggests bicarbonate enriched groundwater that is usually produced along with silicate weathering (Appelo and Postma 2005). The correlation between Na+ and Ca2+ (r = 0.53) suggests cation-exchange reactions in the aquifer where there is a slight enrichment of Na+ (mean of 23.75 mg/L) relative to Ca2+ (mean of 19.39 mg/L) (Clark 2015). A noted weak correlation between Na + and Cl (r = 0.36) suggests low salinity groundwaters or silicate mineral dissolution other than halite as its origin.

Table 2 Correlation matrix table of the chemical parameters in the study area

Calcium appears to be the second dominant cation and correlates strongly with pH (r = 0.71), EC (r = 0.87), TDS (r = 0.87), Mg2+ (r = 0.71), and HCO3 (r = 0.87). Significant amounts of calcium in groundwater originate from carbonate weathering and dissolution, such as calcite and ankerite. According to Mumin and Fleet (1994), these minerals are ubiquitous in variable amounts in the Birimian and Tarkwaian sedimentary rocks of the Ashanti Belt of Ghana. Linings of carbonate minerals even found in crystalline terrains tend to dissolve more rapidly and dominate groundwater geochemistry than silicate rocks (Leybourne and Goodfellow (2010). This explains the significant correlation of calcium and magnesium, and is consistent with the results of the saturation indices. Magnesium is the third dominant cation, and its occurrence in groundwater can be explained by the weathering and dissolution of biotite and chlorite minerals in the granite and Birimian rocks of the area (Clark 2015). It can be added that the dissolution of carbonate minerals such as dolomite (CaMg(CO3)2 and magnesite (MgCO3) in the underlying Birimian rocks may contribute to Mg2+ enrichment in the groundwater (Mumin and Fleet 1994; Loh et al. 2016).

Carbonate weathering usually takes place in open and closed systems. Under the open system, carbonic acid concentrations are consumed during carbonate weathering/dissolution. They are replenished and maintained constant by soil CO2 from the open soil air under fixed CO2 partial pressure. Further weathering will create calcite saturation equilibrium with no further dissolution. This, thus, causes higher solute concentrations with increasing groundwater residence time in the unsaturated zone (Clark 2015).

On the contrary, there is a limitation of CO2 during groundwater recharge in the unsaturated zone under a closed system. This usually occurs in recharge areas, where water runs quickly in the saturated zone. Here, there is minimal weathering and less groundwater–rock interaction. This evolves the CO2 partial pressure to low values, increases the pH of the groundwater, and eventually leads to the non-saturation of the calcite mineral (Clark 2015). Potassium is the least dominant cation in the area and exhibits low concentrations in the groundwater wells. Potassium in groundwater is attributed to feldspar mineral weathering and synthetic fertilisers from agricultural activities. However, potassium concentrations in groundwater are very low due to the high resistance of potassium feldspar and biotite minerals to weathering (Appelo and Postma 2005). Hölting and Coldewey (2019) also postulated that potassium ions are usually adsorbed and bound to the aquifer, thus reducing potassium concentration in groundwater. In the study area, potassium correlates weakly with all the groundwater parameters. This suggests the absence of low potassium-bearing minerals or the little use of potassium fertiliser in the area.

Bicarbonate is the main conspicuous anion occurring in most groundwater wells. Bicarbonate correlates strongly with TDS (r = 0.91), EC (r = 0.91), and Mg2+ (r = 0.91), and moderately with Na+(r = 0.67). The dominance of bicarbonate in the groundwaters can be explained as calcite mineral dissolution. Natural atmospheric CO2 in contact with water produces weak carbonic acid (H2CO3). The weak carbonic acid dissociates to give HCO3 and H+. During calcite mineral dissolution, there is a gradual change of CO32− to HCO3, and this explains the strong positive correlation between Ca2+ and HCO3 (r = 0.87). Another source of bicarbonate in groundwaters is silicate mineral weathering, which is accompanied by the release of bicarbonate ions in the solution (Appelo and Postma 2005). Nitrate and chloride correlate weakly with all the groundwater parameters, indicating that anthropogenic activities do not have a dominant effect on the groundwater chemistry in the study area.

Sulphate occurs in groundwater from natural and anthropogenic sources. Natural atmospheric deposition of sulphate can increase sulphate concentrations in groundwater. Anthropogenic activities such as fertiliser application, burning of fossil fuels, or ore smelting can increase sulphate concentrations in the near-surface groundwater (Sharma and Kumar 2020). Sulphide-bearing minerals such as pyrite and arsenopyrite are common predominant minerals associated with gold mineralisation in Ghana (Brako et al. 2020). The weathering of pyrite minerals in contact with oxygen and water, catalysed by microbes and bacteria, can form acid mine drainage (Nordstrom 2011). This, when discharges into streams and near-surface groundwater, can result in elevated sulphate concentration and acidic groundwater. In the study area, sulphate concentration is very low and correlates weakly with all the groundwater parameters except fluoride with moderate correlation (r = 0.5) and Na+ (r = 0.77). This possibly indicates relatively minor impacts of these activities towards the enrichment of sulphate in the groundwater. The anion composition of the groundwater is along its flow path, which HCO3 dominates and the low concentrations of SO42− and Cl indicates recharge zone. This is because discharge areas of groundwater flow evolution usually have high SO42− and Cl concentrations (Ophori and Toth 1989).

Spatial groundwater types using multivariate statistics

A multivariate statistical tool is mostly applied in groundwater geochemistry to assembly water samples into homogenous groups based on their similarity and dissimilarity characteristics (Güler et al. 2002). Here, hierarchical cluster analysis (HCA) was applied on 64 groundwater samples (Q-mode HCA) and 13 variables (R-mode HCA) to establish the various geochemical groupings. The R-mode HCA (Fig. 4a) describes the relationship between the hydrochemical parameters, and with this, three clusters were generated. A phenon line was connected at a distance of 15 to prohibit the generation of greater or fewer clusters for meaningful water chemistry data interpretation.

Fig. 4
figure 4

a The R- mode HCA of the chemical parameters in the study area. b The Q- mode HCA of the spatial groundwater associations in the study area

Cluster 1 consists of EC, TDS, Mg2+, HCO3, Ca2+, and pH, suggesting carbonate mineral dissolution that releases significant bicarbonate ions in the water. This cluster particularly (Ca2+, Mg2+, and HCO3) also suggests that groundwater is indicative of recharging waters undergoing an initial phase of hydrogeochemical evolution (Ophori and Toth 1989). Na+, SO42−, and F characterise the second cluster and has a longer linkage distance than cluster 1. The presence of Na+ may come from the dissolution of silicate mineral albite in the underlying granitic rocks of the area. This cluster also represents the cation-exchange process, in which Na+ displaces Ca2+ in the water. Cluster 3 consists of Mn2+, K+, Cl, and NO3, and generally, these parameters occur in elevated concentrations in groundwater due to anthropogenic activities such as the seepage of domestic waste and the use of chemical fertilisers (Loh et al. 2020). The longer linkage distance of cluster 3 relative to the other clusters indicates that these parameters are of geogenic origin other than anthropogenic activities. This assertion is supported by the non-significant correlation among these parameters in the correlation matrix (Table 2).

Figure 4b shows three spatial groundwater clusters generated by the Q-mode HCA. Cluster 1 is characterised by Ca–Mg–HCO3 water types with low average TDS and EC concentrations of 77 mg/L and 140 s µ/cm, respectively. From Fig. 5, it is evident that the majority of cluster 1 samples are found in high topographic areas such as Beposo, Bobian, Japandu, Nsuta, and Anyinase, ranging between 120 and 340 m above sea level. This cluster is distinctive of a recharge area, where low ionic concentrations from precipitations are quite the same as the early stages of recharging waters during groundwater evolution. The second cluster of the Q-mode HCA is characterised by Ca–Na–Mg–HCO3 or Na–Ca–Mg–HCO3 water types with average TDS and EC of 159 mg/L and 279 µS/cm, respectively. This cluster can be described as a transition zone from recharge areas to discharge areas. The third cluster comprises Na–Ca–Mg–HCO3 or Na–Ca–Mg–HCO3–Cl water type with high TDS values of 290 mg/L and EC values of 526 µS/cm. This cluster occurs in low topographical elevation areas such as Dompa, Huntado, and Sanfo, ranging from 97 to 170 m above sea level. Cluster 3 represents discharge area, which corresponds to the assertion that lowland areas are discharge areas in the groundwater evolution regime (Freeze and Cherry 1979). During groundwater quality evolution, the major ions, EC, and TDS, progressively increase from recharge areas towards discharge areas with prolonged residence time. This pattern is observed in Fig. 5, where groundwater containing low ionic content flows from the northern and middle parts (recharge zone) to the southern part (discharge zone) with high ionic content. Groundwater discharge also occurs in the northeastern part of Lake Bosumtwi and its surrounding areas.

Fig. 5
figure 5

Spatial distribution of the clusters generated from the Q-mode HCA showing discharge, recharge zones, and groundwater flow direction

Furthermore, the major ions increase with increasing depth as groundwater travels from recharge to discharge areas, as seen in Fig. 5. Cluster 1 samples (recharge zone) prevail in a groundwater depth ranging between 27 and 60 m, while cluster 3 samples (discharge zone) are mostly found in borehole depths between 58 and 74 m. This pattern shows a geogenic process in which there is a gradual buildup of major ions with increasing ionic concentration and well depth towards discharge areas. The relationship between geochemical process and well depth is broadly described by Hagmaier (1971) and Bartos et al. (2002). According to their classification, shallow groundwaters are often dominated by Ca2+, Na2+, HCO3, and SO42− water types in recharge areas and give way to Na2+, Ca2+, HCO3, and SO42 water types in discharge areas with increasing depth. This pattern is observed in the study area.

Hydrogeochemical facies

The Q-mode HCA was used to unveil the hydrogeochemical facies of groundwater in the study area. The major ions and groundwater types are represented on the trilinear Piper diagram. From the Piper diagram (Fig. 6), all the three clusters are grouped in the no-dominant water type (mixed zone) of the cation's triangle. A small portion of the cluster 1 samples are within the Na + K zone. The anions triangle is mainly dominated by the bicarbonate water type of nearly all three clusters. Few samples from cluster 2 fall in the chloride water type. Generally, three groundwater water types can be categorised in the trilinear Piper diagram by their chemical compositions.

Fig. 6
figure 6

Piper diagram showing the groundwater types in the study area

The first type is Ca–Mg–HCO3 water, which suggests a freshwater type of the Birimian aquifer system recharged during the initial stage of hydrochemical evolution. This also shows a dominance of alkaline earth metals associated with weak acidic anions (HCO3) over the alkali metals (Na + K) and strong acidic anions (SO4 + Cl) (Adimalla 2020b; Tran et al. 2020). The second type is Ca–Na–HCO3 or Na–Ca–HCO3 mixed water and different geochemical processes such as cation-exchange reaction, silicate, and carbonate mineral dissolution. The third type is Na + K–Cl + SO4 water. Na–Cl water types are often interpreted as saline groundwater due to seawater intrusion. However, the area is several kilometres away from the sea. The low TDS concentrations (< 450 mg/l) can be explained as the influence of local meteoric water on the groundwater recharge of the study area (Yidana et al. 2010).

Factor analysis

Principal component analysis using varimax rotation and Kaiser normalisation was applied on 64 groundwater samples and 13 chemical parameters, of which three principal components were generated, accounting for 80% of the total variance (Tables 3, 4). PCA1 accounts for 47% of the total variance in the three factors and exhibits strong positive loadings for pH, TDS, EC, Na+, Ca2+, Mg2+, Mn2+, and HCO3 (Fig. 7). This factor implies different sets of geochemical processes occurring in the aquifer. For instance, the high positive loadings of Ca2+, HCO3, and Mg2 of PCA1 suggest carbonate and silicate mineral weathering reflecting the minerals in the underlying geology of the area. Therefore, carbonate and silicate mineral dissolution can be described as the essential geochemical processes controlling groundwater chemistry in the area.

Table 3 Cumulative variance of the PCA
Table 4 Factor loadings of the chemical parameters
Fig. 7
figure 7

A rotated diagram showing the three components extracted

In contrast, there are low and negative loadings of K+, NO3, SO42−, and F in PCA1. This suggests that anthropogenic activities are not the principal factors that control groundwater chemistry in the study area. PCA2 loads strongly with Na+, SO42−, and low loadings for the other parameters, and accounts for 20% of the total variance. This also highlights similar findings obtained in the correlation matrix between Na+ and SO42−. The dominance of Na+ over the other cations in this factor explains the cation-exchange process, in which Na+ displaces Ca2+ and Mg2+ in solution. The high positive loading of Na+ also implies the weathering of silicate mineral albite, which is found in the granitic rocks of the area. PCA3 explains 14% of the total variance with strong positive loadings of K+ and Cl indicating the leaching of agricultural fertilisers and domestic waste in the groundwaters (Rusydi 2018). However, it must be noted that the low K+ and Cl concentrations in the groundwater samples imply that the application of potassium chloride fertilisers in the area may not contribute to the enrichment of these ions in the groundwater.

Saturation index (SI)

The solubility of aquifer minerals in a particular geochemical environment can be examined to determine the maximal concentrations in solution (Appelo and Postma 2005). Under equilibrium conditions, minerals such as carbonate and halite dissolve faster in water. Conversely, some minerals may take a longer time to dissolve in water until it becomes supersaturated and the minerals precipitate out from the solution. For example, quartz (SiO2) precipitation and silicate minerals dissolve slowly, and can be modelled further using kinetic reactions (Appelo and Postma 2005). Hence, mineral species in an aquifer can be investigated by calculating the saturation index expressed as

$${\text{SI}} = \log \left( {\frac{{{\text{IAP}}}}{{K_{{\text{s}}} \left( {\text{T}} \right)}}} \right),$$
(3)

where Ks(T) is the solubility constant for temperature dependence of the mineral; IAP is the ion activity product. Si = 0 mineral is in equilibrium with the solution. Si < 0 mineral is undersaturated (may reflect mineral dissolution in the water). Si > 0 mineral is supersaturated (may reflect mineral precipitation in the water).

The saturation indices of the 64 groundwater samples were assessed using geochemical modelling software PHREEQC (Parkhurst and Appelo 2013).

From Fig. 8, it is apparent that the groundwaters in the study area are undersaturated with respect to halite, fluorite, and gypsum, indicating the dissolution of these minerals if present in the groundwater. Again, nearly all the groundwaters are undersaturated with respect to calcite and dolomite, suggesting the dissolution of carbonates minerals. Three and six groundwater samples are supersaturated with respect to calcite and dolomite, respectively, and have neutral pH values ranging between 7.2 and 7.4. This suggests that the carbonate minerals are forming and may contain sufficient minerals needed to attain equilibrium (Appelo and Postma 2005; Clark 2015). The dissolution of carbonate minerals involving calcite and dolomite is often aided by CO2 derived from organic matter degradation and respiration, releasing significant amounts of bicarbonate ions in the solution. The mechanism is explained below

$${\text{CO}}_{{{2} }} + {\text{ H}}_{{2}} {\text{O }} + {\text{ CaCO}}_{{{3} }} \to {\text{ Ca}}^{{{2} + }} + {\text{2HCO}}_{{3}}^{ - } {\quad\text{calcite dissolution}}$$
(4)
$${\text{2CO}}_{{2}} + {\text{ 2H}}_{{2}} {\text{O }} + {\text{ CaMg }}\left( {{\text{CO}}_{{3}} } \right)_{{2}} \to {\text{Ca}}^{{{2} + }} + {\text{ Mg}}^{{{2} + }} + {\text{ 4HCO}}_{{3}}^{ - } {\quad\text{dolomite dissolution}}{.}$$
(5)
Fig. 8
figure 8

Saturation indices of the mineral spices

Mechanisms controlling water chemistry

The natural processes that control groundwater chemistry in the study area can be explained using the Gibbs diagram (Gibbs 1970). These processes include water–rock interaction, rainfall, and evaporation dominances. For the Gibbs cations plot (Fig. 9) of TDS versus Na+/(Na+  + Ca2+), all the groundwater samples are within the rock dominance area. This indicates the weathering of aquifer forming minerals control cation groundwater chemistry in the area.

Fig. 9
figure 9

a Gibbs diagram of the cations TDS versus Na/Na + Cl and b the Gibbs anions diagram TDS versus Cl/(Cl + HCO3)

Similarly, for the anion plot of TDS versus Cl/(Cl + HCO3), all the groundwater samples also fall in the rock dominance zone, suggesting that water–rock interaction is the principal process controlling the anion water chemistry in the study area.

Ionic ratios and sources of major ions in groundwater

The genesis of groundwater and the major drivers controlling water chemistry can be explained using the relationships of different major ions (ionic ratios). For groundwater salinity, its origin may be derived from the halite dissolution and seawater intrusion, or can be invoked from silicate weathering (Hounslow 1995). For the plot of Na+ versus Cl (Fig. 10a), more than half of the groundwater samples are below the 1:1 line, which indicates that the groundwater salinity in the study area is mainly from cation-exchange processes or silicate weathering typically of albite mineral; this releases significant amounts of Na+ and HCO3 into the groundwater illustrated in the relation below. On the other hand, some of the groundwater samples fall above the 1:1 line. According to Meybeck (1987), this results from reverse ion exchange between sodium and chloride in which there is an enrichment of chloride ions

$$\begin{aligned} {\text{2NaAlSi}}_{3} {\text{O}}_{8}^{{}} \left( {{\text{albite }}} \right) + {\text{ 2H}}_{2} {\text{CO}}_{3} + {\text{ 9H}}_{2} 0 \rightleftharpoons {\text{2Na}}^{ + } & + {\text{4H}}_{4} {\text{SiO}}_{4}^{ + } {\text{Al}}_{2} {\text{SiO}}_{5} \left( {{\text{OH}}} \right)_{4} \left( {{\text{Kaolinite}}} \right) \\ & \, + {\text{2HCO}}_{3}^{ - } \left( {{\text{bicarbonate}}} \right). \\ \end{aligned}$$
(6)
Fig. 10
figure 10

a The plot of Na+  + Cl (meq/L), b Ca2+  + Mg2+ (meq/L) versus HCO3 (meq/L), c Na+  + K+ (meq/L) versus Ca2+  + Mg2+ (meq/L), and d CAI- 1 versus CAI- 2.

The plot of HCO3 versus Ca2+  + Mg2+ (Fig. 10b) was used further to unveil more information about carbonate and silicate mineral dissolution in the aquifer. If the trends of groundwater samples fall along the 1.1 line, they indicate that carbonate mineral dissolution prevails in an aquifer. If the samples do not fall on the line, it could be the alteration of silicates. The plot shows that the majority of samples are along and above the 1:1 line, which suggests the dissolution of carbonate minerals in the area. (Zaidi et al. 2015).

To further validate the carbonate and silicate mineral dissolutions into the groundwaters in the study area, the plot of Ca2+  + Mg2+ and Na+  + K + was used(Fig. 10c). The majority of the samples are above the 1:1 line, which indicates the weathering and dominance of carbonate weathering over silicate weathering in the study area (Sami 1992).

Additionally, the chloro-alkaline indices (CAI) postulated by Schöeller(1965) were used to interpret the ion-exchange process between groundwater and the geological medium during its travel times. The chloro-alkaline indices were determined from the formula below and expressed in meq/L

$$\mathrm{CAI }\,1=\frac{\mathrm{Cl}-(\mathrm{Na}+\mathrm{k})}{\mathrm{Cl}}$$
(7)
$$\mathrm{CAI}\,2=\frac{\mathrm{Cl}-(\mathrm{Na}+\mathrm K)}{{\mathrm{SO}}_4+{\mathrm{HCO}}_3+{\mathrm{NO}}_3}.$$
(8)

Cation exchange occurs when Ca2+ and Mg2+ in water are substituted by Na+ of the aquifer material, leading to a higher Na+ concentration in the water relative to Ca2+ and Mg2+ concentrations (Appello and Potsma 2005). Here, both CAI 1 and CAI 2 values are negative. According to Srinivasamoorthy et al. (2014), the negative CAI values are widely referred to as a cation–anion-exchange reaction or chloro-alkaline disequilibrium having low salt waters. On the contrary, reverse ion exchange occurs when Na+ and K+ in the water are substituted by Ca2+ and Mg2+ of the aquifer material. This instance indicates that CA1 values are positive. When there is no exchange between the ions and the aquifer material, CAI becomes zero and ion exchange reaches an equilibrium. From (Fig. 10d), the estimated CAI 1 and CAI 2 indices are all negative except for five samples that have positive values. The negative values explain the cation-exchange reaction in the aquifer, where new pore water dominated by Na+ replaces the original pore water dominated by Ca2+ and Mg2+. This outcome leads to enrichment of Na+ and decrease of Ca2+ and Mg2 concentrations in the groundwater. The cation-exchange reaction explaining this process is illustrated in Eq. (9) and (10) (Hem 1985)

$${\text{Na}}_{{2}} {\text{X}} + {\text{ Ca}}^{{{2} + }} \rightleftharpoons {\text{CaX}} + {\text{ 2Na}}^{ + } ,$$
(9)
$${\text{Na}}_{{2}} {\text{X}}^{ + } + {\text{ Mg}}^{{{2} + }} \rightleftharpoons {\text{Mg}}^{{{2} + }} + {\text{ 2Na}}^{ + } ,$$
(10)

where X is the aquifer material.

Inverse geochemical modelling

Inverse geochemical modelling was invoked to deduce the mass transfer reactions of different mineral phases that dissolve or precipitate in groundwater along its flow path. Here, inverse geochemical modelling was employed based on the following assumptions: (1) the water composition from the “initial” and “final” conditions evolve along the identical flow path, (2) hydrodynamic dispersion and diffusion processes do have little influence on the groundwater chemistry, (3) the chemical reactions are in steady state, and (4) the mineral species considered are available in the lithological materials (Zhu et al. 2002). With this, the chemical composition of precipitation in Obuasi town (Akoto et al. 2011) was adopted and used as “initial” waters due to its proximity and similar climatic condition to the study area. The mean chemical parameters from each of the three generated hierarchical cluster analysis (i.e., Cluster 1, 2, and 3) were used as “final” water (Table 5). The clusters were redefined as group 1–group 3 for this exercise. Three models were run based on the three groups and the respective end-members are (1) local precipitation to group 1; (2) group 1 to group 2; and (3) group 2 to group 3. The mineral phases considered in this inverse model were selected based on the geology of the area. For instance, plagioclase, muscovite, chlorite, chalcedony, and K-feldspar minerals were selected to represent silicate mineral weathering in the area (Karikari et al. 2007). Kaolinite was included, because it is a weathering product of plagioclase (Appelo and Potsma 2005). Calcite and dolomite were included in the phase to account for carbonate weathering. Atmospheric CO2 was added in model 1 to explain infiltrating rainwater mixed with CO2 in contact with carbonate minerals, while CaX2 and NaX were added to represent cation exchange (Lyu et al. 2019). The mineral saturation indices (Fig. 8) and the hydrochemical evolution trends inferred from the cluster analysis were used as a guide to constrain the minerals’ precipitation and dissolution processes in the inverse model. The inverse model was set up, so that the primary minerals such as dolomite, halite, muscovite, and plagioclase were allowed to undergo dissolution until saturation is reached, while kaolinite and chlorite were constrained to precipitate once they reached saturation state.

Table 5 The mean concentrations of the three groups used in the inverse model

The results of the final inverse modelling are presented in (Table 6). The geochemical evolution of the initial solution, reactant phases, and final solution from group 1 waters to group 3 waters are summarised below:

Table 6 Results of the inverse geochemical modelling along the flow path (precipitation–Group 3)

In Model 1, the hydrogeochemical path is characteristic of the recharge area where infiltrating rainwater mixed with CO2 reacts with water and carbonate minerals. This releases HCO3 ions into the waters and explains the dominance of Ca–Mg–HCO3 in recharge areas. The recharge areas are found in the Bekwai municipality (Fig. 5) and water passing through this zone has a slightly lower mean pH of 5.98 (Table 5) relative to the other groups. The results from the inverse model 1 (Table 6) indicate the dissolution of gypsum, halite, dolomite, muscovite, and plagioclase. Furthermore, calcite was seen to be precipitated in this model due to the dissolution of gypsum. This is known as the common ion effect and is broadly discussed by Langmuir (1997). The inverse modelling describing model 1 is represented as

$$\begin{gathered} {\text{Rainwater }} + {\text{ CO}}_{{2}} \left( {{\text{gas}}} \right) \, + {\text{ muscovite }} + {\text{ dolomite }} + {\text{ halite }} + {\text{ gypsum }} + {\text{ plagioclase}} \to \hfill \\ {\text{Ca}} - {\text{Mg}} - {\text{HCO}}_{{3}} {\text{waters }} + {\text{ calcite }} + {\text{ chalcedony}}{.} \hfill \\ \end{gathered}$$
(11)

Model 2 describes the evolutional path from group 1 to group 2 (transition water types). The group 2 end-members constitute mixed cations and bicarbonate. The conceptual model describing groundwater evolution from group 1 waters to group 2 waters is mainly controlled by topography and water–rock interaction, as shown in Fig. 11. Inverse modelling describing model 2 is written as

$$\begin{gathered} \left( {{\text{Ca}}{-\!\!-}{\text{Mg}}{-\!\!-}{\text{HCO}}_{{3}} {\text{waters}}} \right) \, + {\text{ Plagioclase }} + {\text{ muscovite }} + {\text{ gypsum }} \hfill \\ + {\text{ halite}} + {\text{ dolomite }} + {\text{ NaX }}\left( {\text{from cation exchange}} \right) \to \hfill \\ {\text{Na}}{-}{\text{Ca}}{-}{\text{Mg}}{-}{\text{HCO}}_{{3}} {\text{waters }}\left( {\text{transition waters}} \right) \, + {\text{ CaX2 }}\left( {\text{Ca loss for ion exchange}} \right) \, \hfill \\ + {\text{ kaolinite }} + {\text{ chlorite}}{.} \hfill \\ \end{gathered}$$
(12)
Fig. 11
figure 11

Conceptual model of hydrochemical flow evolution (Group 1–Group 3) and ion exchange in the study area. Evolution distance (km) from Bekwai (recharge areas) to Bosome Freho (discharge areas) is also shown

Model 3 is an evolutional path from group 2 waters to group 3 waters (Na–HCO3). Group 3 waters are mainly found in discharge areas in the downward part of the Bosome Freho district. As groundwater moves towards discharge areas, a large excess of Na+ relative to Ca2+ is observed, giving a clue of ion exchange. The Ca2+ released into the groundwater due to calcite dissolution present in the Tarkwaian rocks is exchanged for the Na+ in discharge areas associated with clay sediments (Appelo and Potsma 2005). Kaolinite and Na-Montmorillonite clays have been reported to be present in aquifers around Lake Bosumtwi craters, which is also a discharge area of this present study (Loh et al. 2016). Inverse geochemical modelling explaining model 3 is written as

$$\begin{gathered} {\text{Na}}{-}{\text{Ca}}{-}{\text{Mg}}{-}{\text{HCO}}_{{3}} {\text{waters }} + {\text{ plagioclase }} + {\text{muscovite }} + {\text{ gypsum }} + {\text{ NaX }}\left( {\text{from cation exchange}} \right) \to \hfill \\ \left( {{\text{Na}}{-}{\text{HCO}}_{{3}} } \right) \, + {\text{ CaX }}\left( {\text{Ca loss for ion exchange}} \right) \, + {\text{ calcite}}{.} \hfill \\ \end{gathered}$$
(13)

The results from the inverse geochemical modelling general show the dissolution of carbonate minerals, silicate minerals, and ion exchange along the groundwater flow path. These findings support the results obtained from hydrochemical analysis and the various ionic plots.

Water quality index (WQI)

The water quality index (WQI) is a rating criterion applied to interpret the general quality of groundwater sampled in a particular location. It quantifies different water parameters into a single value for easier interpretation regarding its quality (Tyagi et al. 2017). There are considerable amounts of WQI methods used in other countries after the pioneering WQI developed by Horton (1965) in USA. In this study, the WQI proposed by Brown et al. (1972) was used to evaluate 18 parameters for drinking water suitability in the area. This method is based on assigning weights to the individual groundwater parameters (wi) according to the relative importance of the WHO (2017) drinking water guidelines. For example, zinc is not rated important in the WHO drinking water guidelines, so it is assigned a minimum weight value of 1. Elevated fluoride, nitrate, arsenic, and lead concentrations in drinking water are a grave concern to humanity, so they are assigned a maximum weight value of 5 (Table 7). The other parameters, such as Ca2+, Mg2+, TDS, Na+, etc., are given different weight values (1–5) according to their importance. The individual weights are then summed together to estimate the relative weight (Wi) expressed in Eq. (14)

$$\mathrm{Wi }=\frac{\mathrm{wi}}{{\sum }_{\mathrm{i}=1}^{\mathrm{n}}\mathrm{wi}}.$$
(14)

Wi is the relative weight, wi is the individual parameter of a sample at a given location, and n is the total number of parameters.

Table 7 WQI based on the relative weights and weights of the parameters

In the next step, the concentration of the individual parameter is divided by the WHO standard limit of that parameter and multiplied by 100 to obtain the quality rating (qi), expressed in Eq. (15)

$$\mathrm{qi }=\frac{\mathrm{Ci}}{\mathrm{Si }}\times 100,$$
(15)

where qi is the quality rating, Ci, is the concentration of the individual parameter, and Si is the WHO standard limit value of the individual parameter.

The water quality index (WQI) of each location is finally determined from the subindex Si in Eqs. (16) and (17)

$${\text{SI}}_{{\text{i}}} \, = {\text{ Wi}} \times {\text{qi,}}$$
(16)

where SIi is the subindex

$$\mathrm{WQI}=\sum \mathrm{SIi}.$$
(17)

An adapted version of the WQI classification scheme proposed by Sahu and Sikdar (2008) was used for this study. The classification rates “excellent water” for WQI values between 0 and 50; “good water” from 51 to 100; “poor water” from 101 to 200; “very poor water” (201–300), and “unsuitable drinking water” (> 300). The estimated WQI in the study area ranges from 13.5 to 53.9, with Bekwai Municipality showing “excellent water quality” and "good water" in few areas. Similarly, about 92% of the groundwater in the Bosome Freho District shows “excellent water”, while 8% of the water exhibits “good water quality” (Fig. 12). Based on the WQI values obtained vis-a-vis the geology of the study area, the water quality shows that the Birimian and the associated Eburnean Plutonic Suite rocks mostly hold “excellent water”, while the Tarkwaian sedimentary rocks hold “excellent water” and “good water".

Fig. 12
figure 12

Water quality index (WQI) distribution map of the study area

Assessment of groundwater quality for irrigation use

The use of groundwater for irrigation is pervasive in rural agricultural areas. Thus, groundwater for irrigation can be evaluated using the two main methods—salinity hazards and sodium adsorption ratio (SAR). The high amount of salts in groundwater resulting from silicate weathering, which releases high amounts of Na+ and associated Cl, can have detrimental effects on plant growth (Hem, 1985). Soils containing high quantities of saltwater can lower the osmotic pressure and decrease soil permeability as well as water uptake by plant roots (Zaidi et al. 2015). Based on this, a Wilcox diagram, which is salinity hazard represented by electrical conductivity on the x-axis against sodium adsorption ratio (SAR) measured by the relative amounts of Na+, Ca2+, and Mg2+ on the y axis, was used (USSL 1954). From Fig. 13, all the groundwater samples are within the low sodium hazard (S1) zone and within the low-to-medium salinity hazard (C1–C2) zone. As expected, the cluster 1 type of low ionic water composition falls in the C1 – S1 group, which is characterised by low sodium and salinity hazards. Nearly, all the cluster 2 and 3 types typically of moderate ionic waters are within the (S1–C2) group, which suggests that groundwater in the study area is generally suitable for irrigation without causing any danger to crops.

Fig. 13
figure 13

Wilcox diagram showing the salinity and sodium hazards of groundwater

Conclusions

This study has investigated the use of multivariate statistics and conventional hydrogeochemical diagrams in understanding the geochemical processes that impact groundwater chemistry in the Bekwai municipality and Bosome Freho district of Ghana. Hierarchical cluster analysis (HCA) in combination with principal component analysis was applied on 64 groundwater samples to classify recharge and discharge areas and the flow pattern of the area. The results of the Q-mode HCA exhibit three spatial groundwater clusters, each with different groundwater flow regimes. Cluster 1 (recharge area) is found in high topographical areas and dominated by Ca–Mg–HCO3 with low TDS and EC values, which evolves to cluster 2 (transition area) with Ca–Na–HCO3, or Na–Ca–HCO3 mixed water types; and finally to cluster 3 (discharge area) with Na–Ca–Mg–HCO3–Cl water types and high EC and TDS in low topographical areas. The discharge areas are in the southern part and northeastern part towards Lake Bosumtwi. The principal component analysis (PCA) suggests different sets of geochemical processes occurring in the aquifer. These have high positive loadings of Na +, Ca2+, Mg2+, and HCO3, which reflect the underlying geology of the area. The high loadings of Na+ and HCO3 suggest silicate mineral dissolutions, such as feldspars and micas, which are found in the intrusive granites of the area.

Similarly, Ca2+ and Mg2+ loadings reflect the weathering of carbonate minerals, such as calcite, chlorite, and biotite, in the Birimian and Tarkwaian rocks of the area. This is in line with the results obtained from the Gibbs diagram, in which groundwater–rock interaction is a dominant process occurring in the aquifer. The low loadings of F, Cl, SO42−, and NO3 in the groundwater indicate that anthropogenic activities have little influence on groundwater chemistry in the area. The various ionic plots and the chloro-alkaline indices reveal silicate mineral weathering and cation exchange in the aquifer where the original pore water dominated by Ca2+ and Mg2+ is replaced by Na+ causing a decrease of the former in the water. The saturation indices suggest that nearly all the groundwaters are undersaturated with respect to calcite and dolomite, indicating the dissolution of carbonates minerals found in the Birimian and Tarkwaian rocks. Based on the Wilcox diagram and the water quality index, the groundwater in the study area is suitable for irrigation and drinking water purposes. This is the first hydrochemical study to ascertain the factors controlling groundwater chemistry in the Bosome Freho District and Bekwai Municipality. The generated groundwater chemistry flow patterns can be satisfactorily used to predict the general flow pattern of the area and will serve as a first step towards the construction of a conceptual framework of the area using groundwater models.