A total of 60 groundwater samples were collected over three seasons, aiming to assess hydrochemical characteristics, water quality, pollution level, and health risk. The concentration of Fe, Mn, and Pb exceeded almost 100% of samples in three seasons. The groundwater was found to be highly contaminated with Cd and Cr in the pre-monsoon and Ni in the monsoon. The order of major ion and trace metal concentrations is as follows: Ca2+ > Na+ > Mg2+ > K+; HCO3 > Cl > SO42− > NO3 > PO43−, and Fe > Mn > Pb > Cd in three seasons. The groundwater was Ca-Mg-HCO3 type. The study suggests that the contamination sources are mostly geogenic as well as slightly anthropogenic. The water–rock interactions are the dissolution of calcite and dolomite, along with silicate weathering, which controls the hydrochemistry of the groundwater. The indices, including the Water Quality Index (WQI), and the Canadian Council of Ministers of the Environment (CCMEWQI), revealed that the groundwater quality in the area was moderately polluted. The Heavy Metal Pollution Index (HMPI) and human health risk assessment (HRA) illustrated that groundwater is a significant health hazard, indicating it is unsuitable for human consumption and suggesting treatment before drinking.

  • Hydrogeochemical characteristics were studied.

  • Identification of sources and controlling mechanisms of groundwater chemistry using a bivariate plot was done.

  • To assess water quality and pollution level, WQI, CCMEWQI, CD, HEI, and HMPI indices were used.

  • Determination of potential non-carcinogenic health risks using:

Globally, groundwater is considered one of the most essential natural resources for human health (Taiwo et al. 2012; Woke & Umesi 2018; Islam & Mostafa 2024a). In Bangladesh, it is the primary drinking water source for both rural and urban areas. It is also a substantial water source for both agricultural and industrial sectors (Duggal et al. 2017; Islam & Mostafa 2024b). To meet its 98% national water requirement, Bangladesh uses about 4% of global water resources (Hanasaki et al. 2018; Shamsudduha et al. 2018; Kabir et al. 2021a, 2021b). In Bangladesh, protecting groundwater quality from a variety of geogenic (naturally occurring fluoride, salinity, iron, manganese, lead, and arsenic) and anthropogenic inputs such as industry, agriculture, or human settlements is a major concern (Rahman et al. 2017; Islam et al. 2021; Kabir et al.2021a, 2021b). According to a previous study, over 97% of Bangladesh's population uses groundwater for drinking, while for irrigation purposes, approximately 70–86% of water is used (BGS-DPHE 2001; Kabir et al. 2021a, 2021b; Islam & Mostafa 2022a).

Water resources and water quality are crucial for ecological balance, human survival, economic prosperity, and sustainable regional development (Xiao et al. 2019; Hasan et al. 2020; Long & Luo 2020; Ma et al. 2020). Metal contamination in aquatic environments has recently received worldwide attention due to its environmental toxicity, abundance, and persistence. Groundwater is degraded by anthropogenic inputs including industrial waste, urban waste, and agricultural activities, as well as natural processes such as atmospheric deposition, erosion, and mineral weathering, which limit its use for drinking, agricultural, industrial, and other reasons (Krishna et al. 2009; Li & Zhang 2010; Iqbal et al. 2013; Islam et al. 2015; Hasan et al. 2018; Shakil et al. 2020).

Groundwater quality varies from location to location, depending on the underlying geological formations. The distribution and quantity of trace metals in groundwater vary from one area to another based on the pH, redox potential, geological locations, hydrogeometry of aquifers, etc. Water quality and polluting source monitoring, along with controlling change, make it feasible to plan for the efficient use of water (Burgan et al. 2013). The BECR, BDWS, WHO, and USEPA have all set regulations for controlling the maximum permissible limits for metals in water to protect human health. Human health and the sustainability of socioeconomic systems directly depend on water quality. Groundwater contamination has made life difficult for humans (Habib et al. 2024). Heavy metal toxicity can damage or inhibit brain and central nervous system functioning, as well as lower energy levels, and the chemical composition of blood, lung, kidney, liver, and other vital organs (Donaldson et al. 2010). As human activity intensifies, contaminants, especially trace elements, infiltrate the aquatic system, posing risks to human health. Trace metals like chromium (Cr), iron (Fe), manganese (Mn), nickel (Ni), cadmium (Cd), and lead (Pb), are major pollutants in contaminated water and present serious toxicity concerns, according to several studies conducted by various researchers (Katsoyiannis & Katsoyiannis 2006; Yasuhiro et al. 2007; Uddin et al. 2011; Islam & Mostafa 2021e, 2024c; Monira & Mostafa 2023).

Through a literature review of the past two decades, a few studies have assessed the vertical distribution of major and trace metals in groundwater in Chapi Nawabganj district, northwestern Bangladesh (Saha & Zaman 2011). Their study on groundwater focused solely on arsenic, such as occurrence, distribution in core sediment, vertical geochemical variation, vertical distribution, enrichment, mobility, and impact of organic matter on arsenic mobilization, health hazards and health risk assessment, and groundwater level fluctuations (Hasan et al. 2013; Reza et al. 2013; Hossain et al. 2014; Islam et al. 2017; Kabir et al. 2018). Thus, the study is necessary to understand the hydrogeochemical characteristics, water quality, pollution level, and health risks of the groundwater in Chapi Nawabganj district. The study combines the evaluation of groundwater pollution using several water quality indices: WQI, CCMWQI, HMEI, HMPI, and CD. The parameters used include pH, TH, EC, DO, TDS, Na+, K+, Ca2+, Mg2+, Cl, , , , , Cr, Mn, Fe, Ni, Cu, Zn, Cd, and Pb. This technique provided insights into water quality and potential health hazards related to heavy metal contamination. Additionally, the study utilized hydrogeochemical analysis to understand the controlling mechanisms of hydrochemistry, such as silicate weathering, carbonate dissolution, reductive dissolution processes, and calcite and dolomite dissolution. The objectives of this study are to assess: (a) hydrogeochemical characteristics; (b) contamination level of trace metals (Cr, Mn, Fe, Ni, Cu, Zn, Cd, and Pb); (c) water quality and pollution levels; and (d) health risk in certain groundwater in the study area. The water quality index (WQI), the Canadian water quality index (CWQI), degree of contamination (CD), Heavy metal evaluation index (HEI), Heavy metal pollution index (HMPI), and human health risk assessment (HRA) indices, hazard quotient (HQ), and hazardous index (HI) indices were used to assess the water quality and health risks (Tong et al. 2021). The results of this study provide information to decision-makers about water quality, potential human health risks, and risk-reduction strategies for the development of sustainable groundwater resource management in this area.

2.1. Study area

The research area covered 977.2 sq km, which includes Shibganj and Chapai-Nawabganj Sadar upazilas of Chapai-Nawabganj district, Northwest Bangladesh. Geographically, the study area is located between latitudes 24°24′ and 24°55′ north and longitudes 88°10′ and 88°26′ east (Figure 1). Its borders run northeast through Bholarhat, Nachole, Gomastapur, and West Bengal of India, southwest through Tanore and Godagari upazilas of Rajshahi district, and east through West Bengal of India. The transboundary river Padma flows through the study area and connects Bangladesh and India. It is situated on the moderate slopes of the Younger Ganges and the older Mahananda floodplain, rising to a height of 20–25 m above mean sea level. This area has high temperatures, high humidity, monsoons, and moderate rainfall. It is part of a tropical, humid-arid climate. The climate in the research region is savanna, tropical, or wet and dry. The district experiences an annual temperature of 29.4 °C, which is 1.66% higher than Bangladesh's norms (min. 11.2 °C in January and max. 37.8 °C in April). The monsoon season brings with it the most rainfall. According to BWDB (2018), this location receives about 1,158 millimeters (45.59 inches) of rain annually. The Chapi Nawabganj district is characterized by two distinct geographical features, such as the Barind Tract situated in the northeast, and the Old Mahananda and Young Ganges floodplains in the southwest (Kabir et al. 2018). The research area consists of alluvial deposits in the meandering channels of the Mahananda and Ganges rivers.
Figure 1

Study area with sampling point.

Figure 1

Study area with sampling point.

Close modal

Sampling and analysis

A total of 60 groundwater samples (from shallow tubewells with depth ranges of 30–50 m) were collected from the study area (Chapi Nawabganj Sador and Shibganj upazila of Chapi Nawabganj district) in pre-monsoon (PRM), monsoon (MON), and post-monsoon (POM) for analyzing physicochemical parameters, major ions, and trace metals. Before sampling, each tubewell was pumped for five minutes. The physicochemical parameters such as temperature, pH, turbidity, total dissolved solids (TDS), electrical conductivity (EC), and dissolved oxygen (DO) were measured using the microprocessor-based portable bench meter (Model: HI 9813–6, Hanna Instrument, Portugal; a xylem brand YSI Pro1030 pH and Conductivity Meter, USA) during sample collection. Groundwater samples were collected for anions and cations in two 500-ml plastic bottles, then corked instantly and placed in an ice box to prevent oxidation. For trace metals and major cations analyses, the groundwater samples were filtered, and acidified with conc. HNO3 (Fluka Analytical, Sigma-Aldrich, Germany) in a cation bottle, and transported to the laboratory within 8 h. 2 ml of conc. HNO3 and 3 ml of conc. HCl were added to 100 ml of water samples in the digestion case for heavy metal analysis. Major cations, trace elements, and anions were analyzed by atomic absorption spectrometry (AAS) (AAS220FS) and a UV-VIS spectrophotometer at the Rajshahi University Central Laboratory. In this study, statistical analysis was performed using SPSS version 20 software. The simple kriging interpolation model was implemented using Arc GIS version 10. Basic statistical analysis, such as the determination of minimum, maximum, mean value, standard deviation, and calculation of various indices, including WQI, CCMWQI, CD, HI, HMI, HQ, and HI was conducted using MS Excel.

Groundwater quality indices

The study used the WQI, the Canadian Council of Ministers of the Environment (CCMEWQI), degree of contamination (CD), HEI, HMPI, and HRA indices to determine the groundwater quality and contamination levels of groundwater in areas. The appropriateness of water for human consumption can be evaluated based on physical, chemical, and biological parameters. Both organic and inorganic contaminants in water harm human health and ecology (Al-Farraj et al. 2013). Groundwater that is used for drinking can be affected by variety of factors, including landfills, significant groundwater mineralization, excessive use of agrochemicals and petroleum-based products, and municipal solid and liquid waste (Islam & Mostafa 2021a, 2021c).

Water quality index

The WQI was used to determine the level of contamination of trace metals in water for drinking purposes. The following equations are the particular illustrations and calculation methods (Gao et al. 2019; Xiao et al. 2019).
(1)
(2)

Here, Ci = concentrations of investigated trace metals, and Si = permissible limit of trace metals (WHO standard). Wi = relative weight, where, and the number 100 is constant. The target element's weight (wi) is determined by how important it is to potability and how it proportionately impacts human health (Meng et al. 2016; Sener et al. 2017). The particularly detrimental effects on water quality of trace metals such as toxicity assigned the highest weights of 5 for Cd, Cr, Mn, and Pb; 4 for Fe; 2 for Cu; and 1 for Co, Ni, and Zn (Gao et al. 2019).

Canadian water quality index

The Canadian Council of Ministers of the Environment (CCME 2001) recognized the CWQI based on the water quality index equation, that was developed by the British Columbia Ministry of Environment. The CWQI does not specify particular water quality parameters or timeframes because these variables vary for specific locations and environments. To calculate this index, a minimum of four parameters and a minimum of four measurements of these variables are required (CCME 2001; UNEP-GEME/Water 2007; Lumb et al. 2011). The CWQI contains three factors, each of which has a scale from 0 to 100. The three variances, i.e., scope, frequency, and amplitude, are combined to form a vector in a hypothetical ‘objective exceedance’ space. The length of this vector is set to be between 0 and 100, and the result is an index value that is subtracted from 100. The values are close to 100 for ‘excellent’ quality and near 0 for ‘very poor’ water quality across all purposes. The CCMEWQI comprises three factors (CCME 2001, 2006; UNEP-GEME/Water 2007).

  • Step 1:F1 is factor 1, which stands for scope. It provides the percentage of variables that exceed the objective or standard value in the recognized guidelines relative to the total number of variables.

Thus,
(3)
  • Step 2:F2 is factor 2 and stands for frequency. It provides the percentage of failed tests compared to the total number of tests run throughout the monitoring procedure.
    (4)
  • Step 3:F3 is factor 3 and stands for amplitude. The amounts of failed test values that are higher than the guidelines' objective value are shown in F3. Three steps are involved in computing F3. There are three steps to computing F3.

    • Step a. Excursion, which is the number of times the variable or parameter's value does not meet the objective, can be computed as follows:

The following equation was applied in cases where the parameter's value could not exceed the objective or standard value.
(5)
The following equation was applied if the parameter's value could not be smaller than the objective or standard value.
(6)
The following equation was applied if the value of the objective (standard) is zero,
(7)
  • Step b. The ratio of the sum of excursions obtained in step 1 to the total number of investigations calculated in the next phase. The ratio illustrates the normalized sum of excursions (nse).
    (8)
  • Step c. The final stage involves calculating F3 by scaling the ‘nse’ value from the standards/objectives to the range between 0 and 100. Hence,
    (9)
The CWQI is finally expressed using the aggregation approach as Equation (10):
(10)

Since the three separate index factors can range in value as high as 100, the value of 1.732 increases. This indicates that the vector length's maximum value is . The maximum vector length is reduced to 100 as a maximum value by dividing 1.732.

Degree of contamination

The CD illustrates the combined impact of several water quality parameters that are regarded as harmful to domestic water (Backman et al. 1998; Brraich & Jangu 2015). It was computed as the subsequent equation:
(11)

Here, Cfi is the contamination factor, where, , Cmi is the monitored value, Cni is the highest permissible limit for the ith parameter, and denotes the normative value.

Heavy metal evaluation index

The HEI model provides information on the overall quality of the groundwater concerning heavy metal pollution (Edet & Offiong 2002; Tamasi & Cini 2004; Bodrud-Doza et al. 2016). It was computed by Equation (12):
(12)

Here, Hc and HMAC are the investigated values and the maximum admissible concentration (MAC) of ith metal parameters, respectively.

Heavy metal pollution index

The HMPI measures the overall water quality concerning heavy metals (Sheykhi & Moore 2012). It is computed by allocating a weight (Wi) to each parameter, which is a number ranging from 0 to 1, signifying the relative significance of each quality factor (Raja et al. 2021). Mohan et al. (1996) developed and reported the HPI model. Based on the weighted arithmetic mean, HMPI was calculated by Equations (13) and (14),
(13)
where Wi is the unit weight of the ith variable (the Wi values are 0.03998, 0.00596, 0.02205, 0.00102, 0.00068, 0.67438, 0.67438, and 0.20263 for Cr, Mn, Fe, Ni, Cu, Zn, Cd, and Pb, respectively), and n is the number of variables. The Qi (sub-index) is calculated by Equation (14).
(14)

Here, Si = standard values (the highest permissible limit). The Si values for Cr, Mn, Fe, Ni, Cu, Zn, Cd, and Pb are 0.05, 0.3, 1, 0.1, 2, 3, 0.003, and 0.01 mg/L, respectively; Ii = ideal values (the lowest acceptable limit). The li values are 0, 0.1, 0.3, 0.07, 0.5, 0.5, 0, and 0 mg/L for Cr, Mn, Fe, Ni, Cu, Zn, Cd, and Pb, respectively.

Assessment of health risk (ADD, HQ, and HI)

The United States Environmental Protection Agency (USEPA) developed a model for health risk assessment and exposure doses. The common exposure mechanisms for humans are direct ingestion and dermal absorption through the skin (when bathing or washing) (Gao et al. 2019; Xiao et al. 2019). Based on the model, to calculate the exposure doses for direct ingestion (ADDingestion) and dermal absorption (ADDdermal), Equations (15) and (16) were used.
(15)
(16)
Here, ADDingestion and ADDdermal stands for the average daily dose received through ingestion and dermal adsorption (μg/kg/day), respectively, Cw = concentration of metals in studied samples (mg/L); IR = Ingestion Rate (2.0L/day and 0.64 L/day for Adult and Child); EF = Exposure Frequency (350 day/Year); ED = Exposure Duration (30 years and 6 years for Adult and Child); BW = Average Body Weight, 70 kg for Adult and 15 kg for Child; AT = Average Life Time, 365 × 70 = 25,550 for Adult and 365 × 6 = 2,190 for Child; SA = Exposure Skin Area 18,000 for Adult and 6,600 for Child; ET = Exposure Time (0.58 h/day, Adult1 h/ day Child) (US EPA 2004; Wang et al. 2017a, 2017b). Kp represents the dermal permeability coefficient of metal in water (cm/h), 0.001 for Mn, Fe, Cu, and Cd, 0.0001 for Pb, 0.0002 for Ni, 0.002 for Cr, and 0.0006 for Zn (Zeng et al. 2015; Wang et al. 2017a, 2017b). To assess the potential non-carcinogenic risk, the following equations were used:
(17)
(18)
(19)

Here, HQ = Hazard Quotient (ingestion or dermal absorption) (unitless), RfDoral= Oral Reference Dosage for a particular metal, and GIABS = Gastro-intestinal Absorption Factor, which is dimensionless, and the reference values are taken from the USA risk-based concentration table (US EPA 2019). Values of RfDoral for analyzed metals Cr, Mn, Fe, Ni, Cu, Zn, and Pb are 1.5, 0.046, 0.7, 0.02, 0.04, 0.3, 0.005, and 0.004; GIABS for analyzed metals are 1 for Fe, Cu, Zn, and Pb, 0.01 for Cr and Cd, and 0.04 for Mn and Ni (US-DOE 2011). The HI (unit less) describes the potential non-carcinogenic health risk associated with all heavy metals. According to the US EPA (2004), there are no detrimental effects on human health when HQ or HI < 1. On the other hand, when HQ or HI > 1, there may be a possibility of adverse effects on human health. The potential non-carcinogenic risk associated with an HI (unit less) value is categorized as follows: HI < 0.1: indicates a negligible risk, 0.1 ≤ HI < 1: indicates a low risk, 1 ≤ HI < 4: indicates a moderate risk, and HI ≥ 4: indicates a high risk (Alver 2019; Rahim et al. 2019).

Hydrogeochemical characteristics of groundwater

The results of the physicochemical parameter, major ions, and trace metal analysis are presented in Table 1. The results show that the groundwater is almost neutral to mild alkaline, with pH ranges from 7.6–8.5, 7.1–7.8, and 7.9–9. (Permissible limit of pH 6.5 to 8.5, WHO 2021) with low DO in the PRM, MON, and POM, respectively. The pH range was found to be higher in the POM than in the MON and PRM. Trace metals are more soluble in alkaline pH (Liao et al. 2018; Alvarez & Carol 2019). The previous studies support the pH range in the study area (Islam et al. 2017). The electric conductivity (EC) range indicates that the studied groundwater samples are non-saline water. The EC range is 501–1,024, 544–1,510, and 507–1,792 μS/cm in the PRM, MON, and POM, respectively, and the trend is POM > PRM > MON, because rising temperatures increase the solubility of calcium and magnesium compounds in groundwater (Garg 2003). The EC variation depends on the composition of rocks and sedimentary structure. The EC values of most of the samples are below the permissible limits. The investigation showed (Table 2) that the values of total hardness (TH), total dissolved solid (TDS), , , , , Na+, K+, Cu, and Zn were below the respective permissible limits of WHO. The values of TDS and TH range from 235 to 701, 244 to 682, and 215 to 783 mg/l; and 197 to 489, 205 to 495, and 225 to 575 mg/l in PRM, MON, and POM, respectively. The TH and TDS of the studied samples follow the trend: PRM > POM > MON, and similar observations also showed different articles (Shende et al. 2013; Islam & Mostafa 2021d, 2022b). TDS and TH range are crucial indicators for evaluating water quality (Abboud 2018; Wu et al. 2018). The TH value of 55% of samples was greater than 300 mg/l in PRM and MON, respectively, and 85% of samples in the POM. The study suggests that the water would be categorized as very hard (Gu et al. 2018). TH tends to increase during dry seasons because of less dilution of minerals in water due to reduced rainfall and runoff. In Figure 2, the TH vs. TDS plot illustrates that most of the samples (Figure 2) were from the hard-fresh water zone (Freeze & Cherry 1979). TDS levels above 1,000 mg/L make water taste bad, whereas those below 600 mg/L are regarded as suitable (WHO 2017). The TDS value of all the samples in three seasons except GWN-4, was found to be below 600 mg/L which indicates the studied samples are suitable for drinking. The study observed that TH and TDS increase during MON, decrease during POM and PRM. Because in PRM to MON, rising temperatures increase the solubility of calcium and magnesium compounds in groundwater (Garg 2003). The Piper diagram (Figure 7) states that the groundwater type of the study area is Ca–Mg– and hard-fresh water. The previous study in these areas supported this observation (Islam et al. 2017).
Table 1

Summary of the range and average of physicochemical parameters, major cations, anions and trace elements composition of groundwater samples from Chapai-Nawabganj district

ParameterPRM
MON
POM
Standard limits
Min.Max.Avg.STD.Skew.CVMin.Max.Avg.STD.Skew.CVMin.Max.Avg.STD.Skew.CVBECRBWDSWHO
EC 501 1,024 749.9 170.7 −1.090 3.49 544 1,510 812.9 236.8 −0.442 3.81 507 1,792 800 289.5 −0.143 4.36 500 <1,000 1,400 
pH 7.6 8.5 7.989 0.235 0.462 2.92 7.1 7.8 7.410 0.189 0.413 2.55 7.9 8.240 0.264 1.397 3.21 6.5–8.5 6.5–8.5 8.5 
TDS 235 701 355.9 114.7 2.323 74.27 244 682 374.6 108.2 0.827 70.22 215 783 364.8 120.5 2.591 133.44 1,000 1,000 1,000 
TH 197 489 309.9 74.99 0.208 22.76 205 495 320.3 75.99 1.385 29.13 225 575 363.3 81.37 2.210 36.18 500 200–500 500 
DO 1.1 6.8 3.6 1.446 0.494 24.22 10.5 4.169 1.889 1.180 28.88 1.2 9.5 4.22 1.974 2.214 33.05 10 
 319 514 429.8 56.49 0.446 40.15 325 525 426.3 62.03 2.014 45.30 350 750 537.5 103.1 0.995 46.78 500 – 1,000 
Cl 19.21 349.9 66.53 71.60 0.594 24.19 9.99 344.9 63.05 71.85 0.546 23.73 14.99 232.4 38.61 48.72 0.839 22.40 250 150–600 250 
 0.987 1.896 1.571 0.184 3.571 107.6 1.373 1.765 1.546 0.092 3.470 113.9 0.311 2.032 1.156 0.596 3.681 126.16 6.0 12 
 0.79 2.98 1.619 0.662 −0.303 13.14 0.179 9.362 1.592 1.917 0.006 14.55 0.403 5.443 1.527 1.163 0.118 19.18 45 10 50 
 17.38 45.29 26.66 7.923 −1.497 11.75 17.66 40.42 24.23 6.851 0.996 5.97 17.9 42.21 25.67 7.087 −0.141 55.60 250 400 400 
Na 37.29 88.79 56.43 14.46 0.870 40.87 29.35 74.32 46.19 12.08 3.851 120.5 22.45 83.06 49.92 15.15 2.247 76.22 200 200 200 
2.89 15.87 8.19 3.541 1.010 29.72 2.01 12.27 6.003 2.775 1.084 28.28 4.08 14.26 7.653 2.890 1.117 27.61 12 12 55 
Ca 39.6 110.0 64.78 15.48 0.940 25.62 44 86 65.6 11.23 0.803 26.15 78 162 104.9 19.84 0.788 30.34 75 75 75 
Mg 15.37 59.05 36.54 12.18 0.472 43.24 13.42 68.32 38.91 13.83 0.515 46.23 12.2 56.12 28.85 13.96 0.659 37.76 30–35 30–35 50 
Cr 0.031 0.102 0.065 0.027 1.333 23.89 0.023 0.039 0.031 0.004 0.163 17.12 0.071 0.134 0.109 0.019 1.326 18.91 0.4 0.05 0.05 
Mn 0.925 2.499 1.299 0.361 0.112 33.32 0.422 0.990 0.741 0.186 0.157 35.55 0.632 1.726 1.078 0.287 0.336 48.39 0.4 0.1 0.08 
Fe 1.573 3.690 2.266 0.475 0.154 42.29 0.559 1.549 0.972 0.248 −0.025 13.06 1.102 2.599 1.739 0.397 −0.587 17.56 0.3–1.0 0.3–1.0 0.3 
Ni 0.010 0.142 0.048 0.028 2.053 27.79 0.041 0.160 0.084 0.032 −0.188 25.15 0.030 0.057 0.041 0.009 0.622 26.64 0.05 0.1 0.07 
Cu 0.020 0.081 0.033 0.012 1.617 20.97 0.017 0.084 0.035 0.013 0.529 25.50 0.002 0.074 0.020 0.017 0.291 22.85 1.5 1.0 
Zn 0.012 0.089 0.033 0.015 1.798 59.14 0.001 0.384 0.066 0.083 1.300 38.20 0.016 0.032 0.024 0.004 0.440 22.23 5.0 5.0 
Cd 0.000 0.011 0.005 0.003 3.368 37.40 0.000 0.011 0.005 0.003 2.841 37.46 0.000 0.011 0.004 0.003 1.908 85.93 0.003 0.005 0.003 
Pb 0.018 0.142 0.069 0.027 2.458 46.06 0.040 0.017 0.011 3.435 126.1 0.053 0.170 0.075 0.026 −0.123 16.64 0.01 0.05 0.01 
ParameterPRM
MON
POM
Standard limits
Min.Max.Avg.STD.Skew.CVMin.Max.Avg.STD.Skew.CVMin.Max.Avg.STD.Skew.CVBECRBWDSWHO
EC 501 1,024 749.9 170.7 −1.090 3.49 544 1,510 812.9 236.8 −0.442 3.81 507 1,792 800 289.5 −0.143 4.36 500 <1,000 1,400 
pH 7.6 8.5 7.989 0.235 0.462 2.92 7.1 7.8 7.410 0.189 0.413 2.55 7.9 8.240 0.264 1.397 3.21 6.5–8.5 6.5–8.5 8.5 
TDS 235 701 355.9 114.7 2.323 74.27 244 682 374.6 108.2 0.827 70.22 215 783 364.8 120.5 2.591 133.44 1,000 1,000 1,000 
TH 197 489 309.9 74.99 0.208 22.76 205 495 320.3 75.99 1.385 29.13 225 575 363.3 81.37 2.210 36.18 500 200–500 500 
DO 1.1 6.8 3.6 1.446 0.494 24.22 10.5 4.169 1.889 1.180 28.88 1.2 9.5 4.22 1.974 2.214 33.05 10 
 319 514 429.8 56.49 0.446 40.15 325 525 426.3 62.03 2.014 45.30 350 750 537.5 103.1 0.995 46.78 500 – 1,000 
Cl 19.21 349.9 66.53 71.60 0.594 24.19 9.99 344.9 63.05 71.85 0.546 23.73 14.99 232.4 38.61 48.72 0.839 22.40 250 150–600 250 
 0.987 1.896 1.571 0.184 3.571 107.6 1.373 1.765 1.546 0.092 3.470 113.9 0.311 2.032 1.156 0.596 3.681 126.16 6.0 12 
 0.79 2.98 1.619 0.662 −0.303 13.14 0.179 9.362 1.592 1.917 0.006 14.55 0.403 5.443 1.527 1.163 0.118 19.18 45 10 50 
 17.38 45.29 26.66 7.923 −1.497 11.75 17.66 40.42 24.23 6.851 0.996 5.97 17.9 42.21 25.67 7.087 −0.141 55.60 250 400 400 
Na 37.29 88.79 56.43 14.46 0.870 40.87 29.35 74.32 46.19 12.08 3.851 120.5 22.45 83.06 49.92 15.15 2.247 76.22 200 200 200 
2.89 15.87 8.19 3.541 1.010 29.72 2.01 12.27 6.003 2.775 1.084 28.28 4.08 14.26 7.653 2.890 1.117 27.61 12 12 55 
Ca 39.6 110.0 64.78 15.48 0.940 25.62 44 86 65.6 11.23 0.803 26.15 78 162 104.9 19.84 0.788 30.34 75 75 75 
Mg 15.37 59.05 36.54 12.18 0.472 43.24 13.42 68.32 38.91 13.83 0.515 46.23 12.2 56.12 28.85 13.96 0.659 37.76 30–35 30–35 50 
Cr 0.031 0.102 0.065 0.027 1.333 23.89 0.023 0.039 0.031 0.004 0.163 17.12 0.071 0.134 0.109 0.019 1.326 18.91 0.4 0.05 0.05 
Mn 0.925 2.499 1.299 0.361 0.112 33.32 0.422 0.990 0.741 0.186 0.157 35.55 0.632 1.726 1.078 0.287 0.336 48.39 0.4 0.1 0.08 
Fe 1.573 3.690 2.266 0.475 0.154 42.29 0.559 1.549 0.972 0.248 −0.025 13.06 1.102 2.599 1.739 0.397 −0.587 17.56 0.3–1.0 0.3–1.0 0.3 
Ni 0.010 0.142 0.048 0.028 2.053 27.79 0.041 0.160 0.084 0.032 −0.188 25.15 0.030 0.057 0.041 0.009 0.622 26.64 0.05 0.1 0.07 
Cu 0.020 0.081 0.033 0.012 1.617 20.97 0.017 0.084 0.035 0.013 0.529 25.50 0.002 0.074 0.020 0.017 0.291 22.85 1.5 1.0 
Zn 0.012 0.089 0.033 0.015 1.798 59.14 0.001 0.384 0.066 0.083 1.300 38.20 0.016 0.032 0.024 0.004 0.440 22.23 5.0 5.0 
Cd 0.000 0.011 0.005 0.003 3.368 37.40 0.000 0.011 0.005 0.003 2.841 37.46 0.000 0.011 0.004 0.003 1.908 85.93 0.003 0.005 0.003 
Pb 0.018 0.142 0.069 0.027 2.458 46.06 0.040 0.017 0.011 3.435 126.1 0.053 0.170 0.075 0.026 −0.123 16.64 0.01 0.05 0.01 

Skew. = Skewness, CV = Coefficient of Variation, BECR: Bangladesh Environmental Conservation Rules -2023. BWDS- Department of Public Health and Engineering, Bangladesh 2019, WHO-Drinking Water Standard 4th edn. 2011.

Table 2

Statistical summary with percentage of parameters which exceeded permissible limit (EPL)

ParametersPRM
MON
POM
WHO StandardParameters did not Exceeded Permissible Limits (E.P.L)
Sample E.P.LPercentage E.P.L (%)Sample E.P.LPercentage E.P.L (%)Sample E.P.LSample E.P.L (%)
pH 10 8.5 TDS, TH, , SO2−, , , Na+, K+, Cu, Zn 
EC 1,400 
DO 10 25 20 
Cl 250 
Ca2+ 3 15 6 30 20 100 75 
Mg2+ 20 15 50 
Cr 10 50 20 100 0.05 
Mn 20 100 20 100 20 100 0.08 
Fe 20 100 20 100 20 100 0.3 
Ni 10 11 55 0.07 
Cd 14 70 15 75 13 65 0.003 
Pb 20 100 13 65 20 100 0.01 
ParametersPRM
MON
POM
WHO StandardParameters did not Exceeded Permissible Limits (E.P.L)
Sample E.P.LPercentage E.P.L (%)Sample E.P.LPercentage E.P.L (%)Sample E.P.LSample E.P.L (%)
pH 10 8.5 TDS, TH, , SO2−, , , Na+, K+, Cu, Zn 
EC 1,400 
DO 10 25 20 
Cl 250 
Ca2+ 3 15 6 30 20 100 75 
Mg2+ 20 15 50 
Cr 10 50 20 100 0.05 
Mn 20 100 20 100 20 100 0.08 
Fe 20 100 20 100 20 100 0.3 
Ni 10 11 55 0.07 
Cd 14 70 15 75 13 65 0.003 
Pb 20 100 13 65 20 100 0.01 
Figure 2

TDS vs. TH plot of studied groundwater samples.

Figure 2

TDS vs. TH plot of studied groundwater samples.

Close modal

Analysis of major ions such as Na+, K+, Mg2+, Ca2+, , , and Cl is the basis for understanding the hydrogeochemistry of groundwater (Zhou et al. 2016). The investigated result showed that the concentration order of major cations and anions: Ca2+ > Na+ > Mg2+ > K+ and in the PRM, MON, and POM, respectively, where Ca2+ and are the dominant cation and anion, respectively. Dolomite and calcite dissolution are responsible for the abundance of Ca2+ and ions (Abdalla & Al-Abri 2014). The concentration ranges of dominant cations, Ca2+ are 39.60–110, 44.0–86, and 78.0–162 mg/L, and are 319–514, 375–525, and 350–750 mg/L, with averages of 110.0, 65.6, and 104.90 mg/L in the PRM, MON, and POM, respectively. The concentration of the dominant cation, Ca2+, exceeded the WHO standard limit of 15, 30, and 100% of samples in the PRM, MON, and POM, respectively, whereas the concentrations of the major anion, , were below the standard limit. The concentration order of trace metals is as follows: Fe > Mn > Ni > Pb > Cr > Cd; Fe > Mn > Ni > Cr > Pb > Cd; and Fe > Mn > Cr > Pb > Ni > Cd in the PRM, MON, and POM, respectively. The concentration of Fe and Mn in 100% of samples exceeded all permissible limits in three seasons, but the concentration of Pb in 100% of samples exceeded all permissible limits in PRM and POM, whereas 65% of samples exceeded all permissible limits in MON. The concentrations of Cd, Cr, and Ni are 70, 75, and 65%; 50, 0, and 100%; 10, 55, and 0% of samples, respectively, exceeded all respective permissible limits. The analysis of skewness and coefficient of variation (CV) provide valuable insights into the distribution and variability of water quality parameters across the different season. The skewness of the dataset in three season showed that most of the data points are clustered at the lower end of the range, and the mean is typically greater than the median. This suggests a right-skewed distribution, where a few higher values pull the mean above the median. The CV represents the ratio of a dataset's standard deviation to its mean, and is employed to evaluate the relative variability. A higher CV indicates greater relative variability, whereas lower CV denotes reduced variability. The results of CV of the investigated parameters revealed that moderate (10% < CV < 30%) and high (CV >30%) variability (Table 1) accepts pH and EC (CV < 10%) in three seasons. The parameters such as pH and EC have low variability; TH, DO, Cl, , K, Ca, Cr, and Ni have moderate variability; TDS, , , Na, Mg, Mn, and Cd have high variability across the three seasons.

Water quality and pollution indices

Water quality and pollution indices are used to assess the overall quality of water based on multiple parameters for drinking purposes. Several recognized indices, such as WQI, CWQI, CD, HI, and HMPI, have been introduced by various researchers. Assessing the quality and pollution level, groundwater is categorized based on the value of the respective indices for drinking purposes as presented in Table 3.

Table 3

Water categories based on indices value, WQI

IndicesWater classification based on indices valueReferences
WQI <50: Excellent, 50–100: Good, 100–200: Poor, 200–300: Very poor, and ≥ 300: Undrinkable Brown et al. (1970), Tiwari et al. (2014), and Tandel et al. (2011)  
CWQI 95–100: excellent, 80–94: good, 65–79: fair, 45–64: marginal, and 0–44: poor. CCME (2001)  
CD CD < 8: Low, 8 ≤ Cd < 16: Moderate, 16 ≤ Cd < 32: Considerable, and Cd ≥ 32: Very high Hakanson (1980) and Brown et al. (1970)  
HEI <0.3: Very poor, 0.3–1: Poor, 1–2: Slightly Affected, 2–4: Moderately affected, and >6: Seriously affected Shankar (2019), Bakan et al. (2010), Wang et al. (2019) and Raja et al. (2021)  
HMPI <25: Excellent, 26–50: Good, 51–75: Poor, 76–100: Very poor, and >100: Undrinkable Wang et al. (2019) and Shankar (2019)  
IndicesWater classification based on indices valueReferences
WQI <50: Excellent, 50–100: Good, 100–200: Poor, 200–300: Very poor, and ≥ 300: Undrinkable Brown et al. (1970), Tiwari et al. (2014), and Tandel et al. (2011)  
CWQI 95–100: excellent, 80–94: good, 65–79: fair, 45–64: marginal, and 0–44: poor. CCME (2001)  
CD CD < 8: Low, 8 ≤ Cd < 16: Moderate, 16 ≤ Cd < 32: Considerable, and Cd ≥ 32: Very high Hakanson (1980) and Brown et al. (1970)  
HEI <0.3: Very poor, 0.3–1: Poor, 1–2: Slightly Affected, 2–4: Moderately affected, and >6: Seriously affected Shankar (2019), Bakan et al. (2010), Wang et al. (2019) and Raja et al. (2021)  
HMPI <25: Excellent, 26–50: Good, 51–75: Poor, 76–100: Very poor, and >100: Undrinkable Wang et al. (2019) and Shankar (2019)  

The study calculated the WQI using Equation (1) and the CCMEWQI using Equations (5)–(12), based on 23 parameters, such as pH, turbidity, DO, TH, EC, TDS, major ions, and trace metals. The results of the WQI and CCMEWQI values in three seasons are illustrated in Figure 3(a) and 3(b).
Figure 3

(a) WQI value of studied groundwater samples in three seasons and (b) CCMEWQI value of studied groundwater samples.

Figure 3

(a) WQI value of studied groundwater samples in three seasons and (b) CCMEWQI value of studied groundwater samples.

Close modal

The results showed that the water quality of the study area is poor to undrinkable. None of the studied samples were of excellent or good quality in three seasons except two samples (groundwater sample nos. 2 & 11) which are good quality in monsoon (Figure 3(a)) on the basis of water classification according to WQI values (Table 3). The study observed WQI values vary with seasonal variations. Compared to PRM and POM, water quality is relatively better in MON because groundwater is more dilated during MON, resulting in lower concentrations of major ions and trace metals. Based on the WQI values, the water category of studied samples is in PRM 55% poor, 30% very poor and 10% undrinkable; in MON 10% good, 55% poor, 25% very poor, and 10% undrinkable; in POM 10% poor, 50% very poor, and 40% undrinkable (Figure 3(a)). The calculated CCMEWQI values varied from 56.25 to 70.34, with an average of 62.55. The results showed that fair groundwater quality is found at five locations (20% samples, groundwater sample nos 2, 10, 18, 19) and marginal groundwater quality is found at 15 locations (80% samples, groundwater sample nos 1, 3, 5, 17, and 20) in the study area (Figure 3(b)).

The pollution assessment indices of CD, HMEI, and HMPI were used to effectively assess the heavy metal pollution levels of the groundwater using eight metals (Cr, Mn, Fe, Ni, Cu, Zn, Cd, and Pb). The pollution indices CD, HMEI, and HMPI are calculated from equations 13, 14, and 15–16, respectively. Figure 4(a)–(c) illustrates the results of the indices CD, HMEI, and HMPI. The range of CD of studied samples are 17.49–39.01, 2.52–17.25 (not shown in table), and 14.68–41.92 in PRM, MON, and POM, respectively, and the contamination levels are shown in Figure 4(a). The contamination levels of two groundwater samples were very high, both PRM (groundwater sample No. 5, 11) and POM (groundwater sample No. 6, 11). Contamination levels of 90 and 85% of studied samples are considerable in PRM and POM, respectively, but in MON, contamination levels of 60 and 35% of studied samples are moderate and low, respectively. The result showed that the order of contamination level was PRM > POM > MON.
Figure 4

Pollution indices: (a) contamination level according to the value of CD;. (b) HEI value of studied groundwater samples, and (c) HMPI value of studied groundwater samples in PRM, MON, and POM.

Figure 4

Pollution indices: (a) contamination level according to the value of CD;. (b) HEI value of studied groundwater samples, and (c) HMPI value of studied groundwater samples in PRM, MON, and POM.

Close modal

The HMEI model gives an insight into the overall quality of the groundwater with its respective heavy metals (Bodrud-Doza et al. 2016), and it was calculated by Equation (13). Figure 4(b) illustrates the HMEI value of the studied groundwater samples. The result showed that all values were greater than six in three seasons. So, all the samples are seriously affected. HMPI is regarded as a useful technique for characterizing the combined effect of metals on the overall water quality (Sheykhi & Moore 2012). Equations (15) and (16) calculate the HMPI value for groundwater in the studied samples, as presented in Tables 3 and Figure 4(c). The result showed 100% of the samples are undrinkable in three seasons except groundwater sample No. 2 in MON. This indicates that the groundwater samples pose health risks to humans if used for drinking. The high concentration of Pb in groundwater samples is responsible for this. The result showed that the order of the HMPI value was POM > PRM > MON. The WQI, CCMEWQI, CD, HEI, and HMPI indices were used to assess the quality and pollution levels of the groundwater. The results strongly suggest that human exposure to this groundwater may have potential health impacts.

Health risk assessment (ADD, HQ, HI)

To assess the potential non-carcinogenic risks of the study, calculate HQingestion, HQdermal, and trace elements HI for children and adults. Calculating HQingestion, HQdermal, and HI, Equations (15)–(18) were used. The results showed no adverse effects on human health and potential non-carcinogenic risk as the average value of HQingestion, HQdermal, and trace elements HI was below 1 for both children and adults except the child HI value for Cd in three seasons (Table 4). The HI value for children of CD is 113, 1.29, and 1.04 in the PRM, MON, and POM, respectively. Additionally, children's HQingestion, HQdermal, and HI values were higher than those of adults, suggesting that children were more vulnerable than adults to the adverse effects of trace elements when exposed to the same water medium (Gao et al. 2019; Xiao et al. 2019). The calculated values of HQingestion, HQdermal, and HI for children and adults through consumption of trace metal-contaminated groundwater for ingestion of oral and dermal adsorption pathways in the study area are shown in Table 4.

Table 4

Summary of the non-carcinogenic health risk of trace metal through oral and dermal exposure pathways of drinking water in the research area

MetalsPRM
MON
POM
HQ Oral
HQ dermal
HI
HQ Oral
HQ dermal
HI
HQ Oral
HQ dermal
HI
AdultChildAdultChildAdultChildAdultChildAdultChildAdultChildAdultChildAdultChildAdultChild
Cr 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 
Fe 0.33 1.16 0.04 0.30 0.37 1.45 0.19 0.66 0.02 0.17 0.21 0.83 0.28 0.96 0.04 0.25 0.31 1.21 
Mn 0.04 0.13 0.00 0.00 0.04 0.13 0.02 0.06 0.00 0.00 0.02 0.06 0.03 0.10 0.00 0.00 0.03 0.10 
Ni 0.03 0.10 0.00 0.01 0.03 0.10 0.05 0.17 0.00 0.01 0.05 0.18 0.02 0.08 0.00 0.00 0.02 0.09 
Cu 0.01 0.03 0.00 0.00 0.01 0.03 0.01 0.04 0.00 0.00 0.01 0.04 0.01 0.02 0.00 0.00 0.01 0.02 
Zn 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.01 0.00 0.00 0.03 0.01 0.00 0.00 0.00 0.07 0.00 0.07 
Cd 0.11 0.37 0.11 0.76 0.22 1.13 0.12 0.42 0.13 0.87 0.25 1.29 0.10 0.34 0.10 0.70 0.20 1.04 
Pb 0.23 0.80 0.00 0.00 0.23 0.80 0.06 0.20 0.00 0.00 0.06 0.20 0.25 0.87 0.00 0.00 0.25 0.87 
MetalsPRM
MON
POM
HQ Oral
HQ dermal
HI
HQ Oral
HQ dermal
HI
HQ Oral
HQ dermal
HI
AdultChildAdultChildAdultChildAdultChildAdultChildAdultChildAdultChildAdultChildAdultChild
Cr 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 
Fe 0.33 1.16 0.04 0.30 0.37 1.45 0.19 0.66 0.02 0.17 0.21 0.83 0.28 0.96 0.04 0.25 0.31 1.21 
Mn 0.04 0.13 0.00 0.00 0.04 0.13 0.02 0.06 0.00 0.00 0.02 0.06 0.03 0.10 0.00 0.00 0.03 0.10 
Ni 0.03 0.10 0.00 0.01 0.03 0.10 0.05 0.17 0.00 0.01 0.05 0.18 0.02 0.08 0.00 0.00 0.02 0.09 
Cu 0.01 0.03 0.00 0.00 0.01 0.03 0.01 0.04 0.00 0.00 0.01 0.04 0.01 0.02 0.00 0.00 0.01 0.02 
Zn 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.01 0.00 0.00 0.03 0.01 0.00 0.00 0.00 0.07 0.00 0.07 
Cd 0.11 0.37 0.11 0.76 0.22 1.13 0.12 0.42 0.13 0.87 0.25 1.29 0.10 0.34 0.10 0.70 0.20 1.04 
Pb 0.23 0.80 0.00 0.00 0.23 0.80 0.06 0.20 0.00 0.00 0.06 0.20 0.25 0.87 0.00 0.00 0.25 0.87 

Water type of the study area

The types of groundwater depend mainly on different kinds of rock–water interaction. The study utilized piper diagrams to explore the geochemistry and water types of the studied groundwater samples in the PRM, MON, and POM, respectively. Following the method outlined by Piper in 1944, cations including Ca2+, Mg2+, Na+, K+, and anions such as , Cl, and were analyzed for plotting the diagrams (Figure 5). The symbolic area on the Piper diagram facilitated the classification of the majority of water samples as predominantly Ca2+ and types. Additionally, the water type was identified as with Ca2+ and being the predominant cation and anion, respectively. The Piper triplot (Piper 1944) confirms that the groundwater samples under study are categorized as Ca–Mg–HCO3 types. Bhattacharya et al. (2002a, 2002b) and Hossain et al. (2014) also showed that the water type of the study area is Ca–Mg–HCO3 types. The dissolution of calcite and dolomite responsible for the Ca–HCO3 and Ca–Mg–HCO3 types of groundwater, respectively (Elango & Kannan 2007). Figure 7(f) shows calcite and dolomite dissolution in the studied groundwater. A huge amount of Ca and HCO3 ions from calcite are responsible for Ca–HCO3 and Ca, Mg, and HCO3 ions that come from dolomite are responsible for Ca–Mg–HCO3.
Figure 5

Piper diagram for groundwater classifications with dominating zone.

Figure 5

Piper diagram for groundwater classifications with dominating zone.

Close modal

Gibbs plot and controlling mechanism

The Gibbs diagram helps identify the key influences on groundwater hydrochemistry. The three major natural mechanisms, i.e., precipitation, evaporation, and rock weathering, controlled the hydrogeochemistry in the research area. Gibbs (1970) introduced a useful and simple diagram that compares the concentration of TDS with the ratios of Na+/(Na+ + Ca2+) or to assess the influences on groundwater chemistry and provide details of the relative significance of natural mechanisms controlling groundwater chemistry. In the Gibbs plot (Figure 6), all samples were observed to fall into the rock weathering dominant zone, indicating that water–rock interactions dominate the groundwater chemistry. This implies that the predominant process in the studied region is weathering and the subsequent disillusion of the minerals present in the groundwater. The study found that the primary factor influencing groundwater chemistry is rock dominance, or the weathering of rocks that control ion release into groundwater in the study area. Various researchers found similar results (Bhattacharya et al. 2002a, 2002b; Hossain et al. 2014). The ratios of Na+/ (Na+ + Ca2+) ranged from 0.346 to 0.538, 0.305 to 0.527, and 0.165 to 0.465, with an average of 0.465, 0.410, and 0.323 in the PRM, MON, and POM, respectively (not shown in Table).
Figure 6

Gibbs plot of spatial clusters (PRM, MON, and POM) of investigated area.

Figure 6

Gibbs plot of spatial clusters (PRM, MON, and POM) of investigated area.

Close modal
Figure 7

Bivariate plots of various relationship (a) Na+ vs. Cl, (b) Ca2+ vs. (c) vs. (Ca2+ + Mg2+), (d) vs. (Ca2+/Na+), (e) Mg2+/ Na+ vs. Ca2+/Na+, (f) Mg2+ vs. Ca2+ (g) TZ+ vs. (Ca2+ + Mg2+), (h) TZ+ vs. (Na+ + K+), (i) vs. (Ca2+ + Mg2+).

Figure 7

Bivariate plots of various relationship (a) Na+ vs. Cl, (b) Ca2+ vs. (c) vs. (Ca2+ + Mg2+), (d) vs. (Ca2+/Na+), (e) Mg2+/ Na+ vs. Ca2+/Na+, (f) Mg2+ vs. Ca2+ (g) TZ+ vs. (Ca2+ + Mg2+), (h) TZ+ vs. (Na+ + K+), (i) vs. (Ca2+ + Mg2+).

Close modal

Hydrochemical evolution with a bivariate plot

To determine the sources and regulate the factors of the primary hydrochemical components of the groundwater samples, the major ions were used. The graph shown in Figure 7(a)—7(i) is useful to understand the weathering processes of rocks that regulate groundwater chemistry. The major mechanisms for controlling groundwater chemical constituent concentrations are primarily regulated by the weathering of parent rocks (Marghade et al. 2012).

A Na+ vs. Cl bivariate plot is usually used to illustrate total salinity, the mechanism of rock–water interaction, and saline water intrusions from outside sources (Sivasubramanian et al. 2013; Rahman et al. 2023). The average values of the ratio of [Na+]/[Cl] in water samples were greater than 1 (not shown in Table) in three seasons. Figure 7(a) showed that most of the studied samples are laid below the 1:1 line (calcite and dolomite dissolution line), which suggests that the Na+ in groundwater is not the dominant source of halite dissolution. Na+ can also originate via cation exchange or silicate weathering (Li et al. 2016) which illustrates the following equation (Fisher & Mullican 1997; Elango et al. 2003):
In Figure 7(a) and 7(b), some samples are plotted between the 1:1 and 2:1 line, while others are plotted below the 1:1 line and on the 1:1 line, which indicates that dolomite or calcite dissolution is the dominant source of Ca2+, depending on the amount of CO2 involved in the following reactions (Abdalla & Al-Abri 2014; Li et al. 2016). Figure 7(b) and 7(c) indicate that the dissolution of calcite and dolomite is indeed the source of Ca2+, but there are other processes that influence Ca2+ ion concentration in groundwater. Dolomite dissociation adds Ca2+, , and Mg2+ to the solution, while calcite dissolution releases Ca2+ and (Abdalla & Al-Abri 2014).

The bivariate plots of Ca2+/Na+ vs. (Figure 7(d)) and Ca2+/Na+ vs. Mg2+/Na+ (Figure 7(e)) denote the carbonate, silicate, and evaporation weathering processes on groundwater ion concentration (Mukherjee & Fryar 2008; Brindha et al. 2020). The plot Ca2+ /Na+ vs. (Figure 7(d)) suggests characteristics of the dissolving processes that influenced silicate weathering and evaporation dissolution. Figure 7(d) and 7(e) illustrate that most of the samples sit near silicate weathering and in the middle of evaporation and silicate weathering zones. Figure 7(d) also indicates that the carbonate minerals are completely dissolved. The dissolution processes of rock–water interaction are influenced by silicate weathering (Kumar 2014) and evaporation dissolution. Silicate weathering and carbonate dissolution control the hydrochemistry in this region. The plot of Ca2+ vs. Mg2+ (Figure 7(f)) also confirms this process. The scattered plot Ca2+ vs. Mg2+ (Ca2+ = 2Mg2+) (1:2 Line) (Figure 7(f)) illustrates that some samples lie below the 1:1 line, some are between the 1:1 and 1:2 lines, and a few samples are above the 1:2 line, which indicates the silicate weathering process (Rajmohan & Elango 2004; Ghesquière et al. 2015). The Ca2+/Mg2+ ratio of the studied groundwater samples showed that dolomite and calcite dissolution predominated over silicate weathering. Figure 7(g) and 7(h) showed that the total cations were plotted against Ca2+ + Mg2+ and Na+ + K+, respectively, to illustrate the silicate weathering. The groundwater samples are aligned close to the 1:1 equiline for the Ca2+ + Mg2+ vs. TZ+ (total cation) plot and deviate more from the 1:1 equiline in the case of Na+ + K+ vs. TZ+ (total cation) plot. This indicates that when TDS increases, Ca2+ and Mg2+ contribute more. Additionally, some data points fall below the 1:1 equiline, indicating probable origins from silicate weathering. The contribution of Na + K to the total cations (Figure 7(h)) sited the 1:1 line additionally confirms that silicate weathering is responsible for Na+ and K+ in groundwater (Senthilkumar & Elango 2013; Kanagaraj & Elango 2019).

The plot (Ca2+ + Mg2+) vs. provides evidence of silicate weathering processes, and carbonate weathering including ion exchange and reverse ion exchange (Brindha et al. 2020; Marghade et al. 2019a; Marghade et al. 2019b; Datta & Tyagi 1996). Figure 7(i) showed that most of the samples were distributed below the 1:1 equiline and some samples were laid above the 1:1 equiline, which indicates that the silicate weathering is the dominant process to release Ca2+ into the groundwater. The process of ion exchange, reverse ion exchange, and carbonate weathering processes also contributes to increased Ca2+ into the groundwater, in addition to silicate weathering (Kumar et al. 2009). Figure 7(a)–7(i) confirms that silicate weathering and carbonate dissolution control the hydrochemistry in this region. Most groundwater samples show a greater influence of calcite and dolomite dissolution on silicate weathering. The CO2 dissolves in water and forms H2CO3. This H2CO3 dissolves silicate rocks and releases Ca2+, Mg2+, , and SiO2 (dissolved silica) into groundwater (Urey 1952; Berner et al. 1983; Elderfield 2010). The silicate weathering reactions are as follows:
The carbonate weathering reactions are as follows (Jeevanandam et al. 2007; Kumar et al. 2009):
The mean values of TDS concentration are 335.9, 374.6, and 364.8 mg/L, and the mean values of EC are 749.9, 812.9, and 800 μS/cm (Table 1) in PRM, MON, and POM, respectively. All values are below the WHO standard. Groundwater is categorized according to TDS values, which are as follows: TDS < 500 mg/L: desirable for drinking, TDS = 500–1,000 mg/L: acceptable for drinking, and 1,000> TDS ≤ 3,000 mg/L: useful for agriculture (Davis & De Wiest 1966). The study observed that all the samples are eligible for drinking and belong to the fresh type (TDS < 1,000) in three seasons according to the TDS classification (Fetter 1990). The figure illustrates good positive correlations, and the coefficient values are 0.08093, 0.09083, and 0.07519 for PRM, MON, and POM, respectively. The plot of EC vs. TDS (Figure 8) shows a linear relationship, which confirms the efficiency and accuracy of the field measurements (Thirumalini & Joseph 2009; Abdalla et al. 2020).
Figure 8

EC vs. TDS show positive R2 confirming the linear relationship of two parameters and the efficiency of the field measurement in three seasons.

Figure 8

EC vs. TDS show positive R2 confirming the linear relationship of two parameters and the efficiency of the field measurement in three seasons.

Close modal

The analysis results illustrated that the concentration of Fe and Mn in all samples exceeded all permissible limits in three seasons, but for the Pb, all samples in the PRM and POM exceeded all permissible limits, but 65% of samples in MON. The concentrations of Cd, Cr, and Ni are of 70% in the PRM, around 50% in the MON, 30% of samples in the POM, exceeded permissible limits. The concentration order of major ions and trace metals are as follows: Ca2+ > Na+ > Mg2+ > K+; , and Fe > Mn > Pb > Cd in three seasons. The groundwater type of the areas was identified as type and Ca2+ and are the dominant cation and anion spices. The study suggested the major contributing sources of aquifer water contamination are mostly geogenic and slightly influenced by anthropogenic factors. Water–rock interactions, calcite and dolomite dissolution, and over silicate weathering are the dominant natural mechanisms of hydrochemistry in this region. The water quality of studied samples ranged from poor to undrinkable. Compared to PRM and POM, water quality is relatively better in MON. According to WQI, the water category of studied samples are in PRM 55% poor, 30% very poor and 10% undrinkable; in MON 10% good, 55% poor, 25% very poor, and 10% undrinkable; in POM 10% poor, 50% very poor, and 40% undrinkable. The CCMWQI results revealed that 20 and 80% of samples are fair and marginal quality, respectively. The result of CD, 90 and 85% of samples are considerable in PRM and POM, respectively, but 60 and 35% of samples are moderate and low in MON, respectively, about pollution level. The context of HEI and HMPI revealed that 100% of samples are seriously affected and undrinkable in all seasons. A non-carcinogenic health effect not found in either adult or child over three seasons. The study provides information and understanding of hydrogeochemistry and water quality for researchers and policymakers to take necessary steps in further research and sustainable water resource management. For future research, it is recommended to collect more samples in six seasons along with aquatic soil samples for further analysis.

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

The authors declare there is no conflict.

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