Groundwater is a crucial water resource for various usages worldwide. The Quetta Valley of Pakistan was investigated regarding its groundwater quality sustainability based on integrated approaches of hydrochemistry, geographic information system, and multivariate statistics. A total of 29 groundwater samples were collected from monitoring wells to get insights into the hydrochemical suitability of groundwater for sustainable irrigation and drinking utilization. The results indicate groundwater is mainly featured by the hydrochemical facies of HCO3·Cl-Ca. Groundwater hydrochemical composition is dominantly governed by the dissolution of carbonates and silicate minerals in combination with positive cation exchange in the valley. Principal component analysis reveals a significant influence of geogenic factors on groundwater chemistry, further supported by PHREEQC simulation that detects a supersaturation of calcite, dolomite, and sulphate minerals in the aquifer. The irrigation water quality index divides groundwater in the study area into three zones, which signify low restriction and no restriction, except for a severe restriction in the southwestern part of the valley. Groundwater is generally suitable for irrigation across the valley. The entropy-weighted water quality index classifies groundwater as excellent and good quality for drinking. This study can provide crucial insights for authorities on groundwater suitability in Quetta Valley and similar regions worldwide.

  • Traditional hydrochemical techniques integrated with multivariate statistical analysis and Geographic Information System (GIS)-based methods were employed to provide a nuanced understanding of hydrochemical parameters and their spatial distribution.

  • Hydrochemical fingerprints were recognized to assess groundwater quality for drinking and irrigation purposes.

  • The irrigation water quality index delineates zones for irrigation suitability, while the entropy-weighted water quality index ranks water quality for drinking purposes.

Groundwater (GW) is a crucial resource for various human activities, particularly for drinking and irrigation. The quality of GW is essential to ensure the health and sustainability of ecosystems and communities that depend on it. GW scarcity and the associated concerns over quality remain pressing issues in numerous countries (Debnath et al. 2022; Hao et al. 2023; Yang et al. 2024).

The World Health Organisation (WHO) declaration (WHO 2017) highlights the need to provide abundant, safe, and accessible water to ensure the sustainability of communities worldwide. On the other hand, GW degradation continues to increase, primarily due to the combined effects of human intervention and natural phenomena. Regular assessment of GW quality is essential to ensure its suitability for drinking and irrigation (Yang et al. 2023), and thus its importance for current use and future conservation efforts to promote sustainable development of the GW resources. The sustainable use of GW for human consumption requires a thorough assessment of its chemical and physical factors (Asadi et al. 2019). However, addressing the increasing demand for GW in terms of quality requires the implementation of comprehensive monitoring measures for GW, a necessity underscored by various studies (Zhang et al. 2022; Yang et al. 2023).

GW composition is affected by aquifer geology, geochemical processes, rock–water interactions, mineral dissolution, chemical weathering (Yang et al. 2023), and human activities like industrial discharge and agricultural runoff, precipitation, and water infiltration characteristics, infiltrating the earth's crust into the aquifer, further shaping the chemical composition of GW (Zhang et al. 2024). The evaluation of water through hydrochemical assessment beneath the earth's surface relies on these factors accessibility (Xiao et al. 2022a), and the study of these factors provides crucial insights into aquifer mineralogy and the suitability of GW for domestic, industrial, and agricultural purposes.

In recent academic efforts, a growing amount of research has been dedicated to studying GW. Notably, there has been a concerted focus on assessing and comprehending hydrochemical characteristics and GW quality, employing diverse practical tools. These tools encompass geochemical modelling, geographic information system (GIS), and sophisticated statistical approaches such as multivariate statistical analysis (cluster analysis, discriminant analysis) and mechanic learning models (Xiao et al. 2018; Abbasnia et al. 2019; Liang et al. 2020; Zhang et al. 2024). This collective effort is crucial for gaining a nuanced understanding of the intricate dynamics governing GW hydrochemistry, quality, and its sustainable management (Wang et al. 2023).

However, assessing the quality and contamination of GW relies on using indices that are derived from a variety of physical–chemical parameters. Despite water's profound impact on socioeconomic growth and the preservation of robust ecosystems, GW reservoirs persistently encounter quality challenges arising from both anthropogenic and natural factors (Abanyie et al. 2023). This issue is particularly acute in arid and semi-arid regions, where water scarcity is nearly endemic. Regrettably, there has been a lack of historical focus on regulating and monitoring GW based on its physical and chemical properties using reliable techniques.

In Pakistan, GW is the primary drinking water source (Jamil et al. 2019; Khan et al. 2020). Multiple research studies on GW quality have shown that Pakistan faces significant water pollution challenges (Noor et al. 2023). This issue is exacerbated by water shortages and the growing demand for water for different uses (Ali et al. 2023). In addition, Pakistan's annual average GW potential is 67,841m3, while only 51,189m3 of GW is used annually. Mainly, people get their water via dug wells and tube wells, which are susceptible to contamination from natural and human-induced sources (Rashid et al. 2020).

The water table in the study region (Quetta Valley) is experiencing a significant decline (Iqbal et al. 2023). Agricultural activities and the rapid increase in population primarily drive this decline. As a result, the aquifer is under severe stress (Khan et al. 2020; Xiao et al. 2022c). The extensive use of GW for agricultural irrigation, along with chemical fertilizers, has resulted in various issues, such as salinization, crop toxicity, and soil degradation. Previous studies have indicated that the GW quality in the Quetta valley is unsafe for drinking (Liu et al. 2021; Tanzeel et al. 2022). This emphasizes the need to assess overall GW quality to ensure sustainable GW practices. Existing studies on the Quetta Valley have been scarce, with a notable absence of thorough investigations into GW hydrogeochemistry. Existing research often utilizes single-method approaches (Durrani & Farooqi 2021), failing to provide a holistic understanding of the complex hydrological dynamics at play. Moreover, historical data on GW hydrogeochemistry and quality in the Quetta Valley need to be included, leaving uncertainties regarding its suitability for drinking and agricultural purposes.

Addressing these gaps is crucial for informed decision-making and sustainable water management. This study integrates hydrochemical, irrigation water quality index (IWQI), entropy-weighted water quality index (EWQI), multivariate statistical, and GIS approaches to understand GW hydrogeochemistry and quality, ensuring its suitability for human consumption and promoting sustainable agriculture. Therefore, the main objective of this study is to assess GW quality and determine its suitability for both domestic and agricultural purposes with the following aspects: (1) investigate the hydrogeochemical processes, major ions, and water type system of GW; (2) assess GW suitability for drinking water and irrigation: Identifying the contamination zones with spatial analysis; (3) reveal the mechanisms controlling GW hydrochemistry in a sedimentary basin in the Quetta Valley. This study can enhance the understanding of sedimentary basin hydrochemistry and establish a baseline for managing GW in Quetta Valley and similar regions over the world.

The research focuses on the Quetta city of Baluchistan province in Pakistan, situated at coordinates 30°13′29.496 N and 66°59′18.51 E, Quetta spans an area of 3,447 km2 (Figure 1) and is home to a population of 2.2 million as per the 2017 census (Durrani & Farooqi 2021). As the capital of Baluchistan, it shares a border with Afghanistan to its west. It is characterized by an arid climate featuring cold winters and brief, mild summer. The city experiences an annual rainfall of 100mm. Extreme events were recorded in 2017 (386.219mm) and in 2019 (492.472mm). Conversely, the lowest recorded precipitation occurred in 2021, amounting to 169.374mm. During the summer, Quetta maintains mild temperatures (Durrani et al. 2018) averaging between 24 and 26 °C, while winters are colder, with temperatures dropping below freezing and averaging between 4 and 7 °C.
Figure 1

Location of the study area and sampling sites.

Figure 1

Location of the study area and sampling sites.

Close modal

The geological composition of the study area comprises sedimentary rocks. Weathering of these host rocks results in the production of sand, silt, and clay, forming semi-consolidated structures like clay-stone, sandstone, and subordinate conglomerate bedded with calcareous and carbonaceous strata. In addition, a significant portion of the basin rocks is covered with quaternary deposits (Rahman et al. 2022). Jurassic rocks are prevalent in the study area, including light to dark grey limestone and brownish to bluish-grey massive limestone, while tertiary limestone exists in certain parts of the basin (Sagintayev et al. 2012). The Quetta district has two main kinds of aquifers: unconsolidated alluvial aquifers and hard bedrock aquifers (Qureshi et al. 2022). The main origin of GW is derived from the Quaternary alluvial deposits, which have a variable thickness ranging from 30 to 900m. The deposits demonstrate a combination of litho formations, including gravel, sand, and silt. Conversely, the bedrock aquifer composed of Jurassic deposits has a smaller quantity of GW sources and is subjected to less use for extraction.

Groundwater sampling and analytical procedure

Key indicators of GW physicochemical properties encompass electrical conductivity (EC), pH, total dissolved solids (TDS), and total hardness (TH). Hydrochemical constituents including calcium, magnesium, chlorine, sodium, potassium, sulphate, and bicarbonate ions are pivotal in defining GW hydrochemical types. The sample was collected in the year 2021 using random sampling testing technique, amounting to a total of 29 from the monitoring wells located in the Quetta Valley. While collecting samples, each sample was filtered using a 0.22-mm filter. During sampling, in situ physical parameters such as pH, TDS, EC, and temperature were assessed using a portable multiparameter device (HQ40d, HACH, USA). Subsequently, all samples were transferred to the Pakistan Council of Water Resources Research (PCRWR) laboratory, where they were stored at 4 °C until further hydrochemical analysis.

The cation concentrations (Na+, Mg2+, K+, Ca2+) were analysed via ICP-OES, 5110VDV (Agilent, USA), while anion concentrations (Cl and ) were assessed using ion chromatography (Integrion, Thermo Fisher). The concentrations of nitrate () and bicarbonate () were quantified using an automatic potentiometer Titrator Titrino Plus (METROHM 877, Switzerland). For quality assurance, GW ion balance assessments were computed using Equation (1) after excluding ions below the detection limit. Results were considered accurate, with the measurement error falling within the acceptable range of ±5% (Xiao et al. 2022b):
(1)

Factor analysis

Principal component analysis (PCA) is a valuable multivariate statistical technique employed to discern the key factors influencing hydrogeochemical compositions (Subba Rao et al. 2017). By applying PCA to hydrogeochemical parameters, complex analytical metrics are simplified, reducing the dimensionality of the analysis and facilitating the primary identification of contaminant sources within GW. To ensure comparability among diverse indicators, z-score normalization was performed before the PCA. The suitability of the dataset for PCA was assessed through the Kaiser–Meyer–Olkin (KMO) and Bartlett tests.

To assess the correlation among variables and indicators, the KMO test was used with a significance level of 0.5. The Bartlett's sphericity test examines the level of correlation between each indicator variable, with a significance level (ρ) below 0.05 indicating relevant interrelationships among variables. In this study, the degree of eigenvalue greater than 1 is considered for suitable analysis for factor analysis, and PCA was performed using IBM SPSS 27 software package.

Nitrate pollution index

Nitrate contamination constitutes a significant carrier to global GW pollution (Abascal et al. 2022), and it is calculated by Equation (2):
(2)
where is the concentration of the nth parameter and is the standard limit of the nth parameter. The results of nitrate pollution index (NPI) are classified into the four classes as presented in Table 1.
Table 1

Groundwater hydrochemical indices for irrigation and drinking

IndicesRangeClassificationDistribution%
Electrical conductivity (EC) <250 Excellent 
250–750 Good 65 
750–2,000 Doubtful 31 
>2,000 Unsuitable 
Sodium adsorption ratio (SAR) <10 Excellent 100 
10–18 Good 
18–26 Doubtful 
>26 Unsuitable 
RSC <1.25 Excellent 100 
1.25–2.5 Good 
>2.5 Doubtful 
 Unsuitable 
MAR <50 Excellent 68 
50–70 Good 24 
70–100 Doubtful 
>100 Unsuitable 
PI Class 1(>75%) Excellent 34 
Class2 (25–75%) Good 68 
Class 3 (<25%) Poor 
NPI >1 poor 
<1 Good 100 
Kelly's ratio <1 suitable 82 
>1 Unsuitable 17 
IWQI 85–100 No restriction 68 
70–85 Low restriction 27 
55–70 Moderate restriction 
40–55 High restriction 
0–40 Severe restriction 
EWQI 0–50 Excellent 75 
50–100 Good 20 
100–150 Medium 
150–200 Poor 
>200 Extremely poor 
IndicesRangeClassificationDistribution%
Electrical conductivity (EC) <250 Excellent 
250–750 Good 65 
750–2,000 Doubtful 31 
>2,000 Unsuitable 
Sodium adsorption ratio (SAR) <10 Excellent 100 
10–18 Good 
18–26 Doubtful 
>26 Unsuitable 
RSC <1.25 Excellent 100 
1.25–2.5 Good 
>2.5 Doubtful 
 Unsuitable 
MAR <50 Excellent 68 
50–70 Good 24 
70–100 Doubtful 
>100 Unsuitable 
PI Class 1(>75%) Excellent 34 
Class2 (25–75%) Good 68 
Class 3 (<25%) Poor 
NPI >1 poor 
<1 Good 100 
Kelly's ratio <1 suitable 82 
>1 Unsuitable 17 
IWQI 85–100 No restriction 68 
70–85 Low restriction 27 
55–70 Moderate restriction 
40–55 High restriction 
0–40 Severe restriction 
EWQI 0–50 Excellent 75 
50–100 Good 20 
100–150 Medium 
150–200 Poor 
>200 Extremely poor 

Assessment of irrigation water quality based on hydrogeochemical indices

For a comprehensive assessment of GW for agricultural irrigation and plants, multiple hydrochemical indices were calculated. The sodium absorption ratio (SAR), percentage of sodium (%Na), residual sodium carbonate (RSC), permeability index (PI), magnesium absorption ratio (MAR), and Kelly's ratio (KR) are calculated by Equations (3)–(8):
(3)
(4)
(5)
(6)
(7)
(8)

Irrigation water quality index

The IWQI simplifies the evaluation of irrigation water quality by consolidating multiple parameters into a single numerical value (Ghazaryan & Chen 2016). This metric relies on recommended thresholds across different soil types, following Stoner's framework from 1978 (Stoner 1978) utilizing a model developed by Meireles et al. (2010). It requires parameters such as, EC, Na+, Cl⁻, SAR, and based on standards proposed by the University of California Committee of Consultants (UCCC) and criteria by Ayers & Westcot (1985). Higher dimensionless values of qi indicate superior water quality, evaluated using Equation (9). qi values presented in Table 2 are assessed using Equation (9):
(9)
where qimax signifies the maximum qi value for each class, while xij stands for the observed parameter value. xinf represents the lower limit of the parameter's class, and qiamp signifies the class amplitude for qi classes. To determine xamp for the final class of each parameter, the upper limit was set based on the maximum value identified from the examination of water samples using both physical and chemical methods.
Table 2

Parameter limiting values for quality measurements (qi)

qiECSARNa+ClIndices
85–100 85–100 200 ≤ EC < 750 2 ≤ Na+ < 3 1 ≤ Cl < 4 1 ≤ < 1.5 EC (μS/cm) 
60–85 60–85 750 ≤ EC < 1,500 3 ≤ Na+ < 6 4 ≤ Cl < 7 1.5 ≤ < 4.5 Na+ (meq/L) 
35–60 35–60 1,500 ≤ EC < 3,000 6 ≤ Na+ < 9 7 ≤ Cl < 10 4.5 ≤ < 8.5  (meq/L) 
0–35 0–35 EC < 200 Na+ < 2 Cl < 1  < 1 Cl (meq/L) 
EC ≤ 3,000 Na+ ≥ 9 Cl ≥ 10  ≥ 8.5 SAR (meq/L) 
qiECSARNa+ClIndices
85–100 85–100 200 ≤ EC < 750 2 ≤ Na+ < 3 1 ≤ Cl < 4 1 ≤ < 1.5 EC (μS/cm) 
60–85 60–85 750 ≤ EC < 1,500 3 ≤ Na+ < 6 4 ≤ Cl < 7 1.5 ≤ < 4.5 Na+ (meq/L) 
35–60 35–60 1,500 ≤ EC < 3,000 6 ≤ Na+ < 9 7 ≤ Cl < 10 4.5 ≤ < 8.5  (meq/L) 
0–35 0–35 EC < 200 Na+ < 2 Cl < 1  < 1 Cl (meq/L) 
EC ≤ 3,000 Na+ ≥ 9 Cl ≥ 10  ≥ 8.5 SAR (meq/L) 
Subsequently, the wi (weighting) values were normalized such that their sum equals one as given in Equation (10):
(10)
where wi represents parameter weights, F represents the first component eigenvalue, Aij indicates parameter i explainability by factor j, i and j denote the respective ranges for the number of physiochemical parameters and factors designated in the model.
Table 3 demonstrates the relative weight assigned to each parameter. The IWQI value can be calculated using Equation (11), considering the aforementioned values of qi and wi, as described by Hallouche et al. (2017). In Equation (11), qi represents the quality of the ith parameter, ranging from 0 to 100 based on its concentration, and wi denotes the normalized weight assigned to the ith parameter:
(11)
Table 3

Relative weight wi of each parameter in IWQI

Indiceswi
EC (μS/cm) 0.211 
Na+ (meq/L) 0.204 
(meq/L) 0.202 
Cl (meq/L) 0.194 
SAR (meq/L) 0.189 
Sum 
Indiceswi
EC (μS/cm) 0.211 
Na+ (meq/L) 0.204 
(meq/L) 0.202 
Cl (meq/L) 0.194 
SAR (meq/L) 0.189 
Sum 

Entropy-weighted water quality index

The EWQI is the updated method to assess the water quality for drinking purposes and have been utilized by many researchers (Gao et al. 2020; Xiao et al. 2022c). EWQI measurement process consists of four phases: first phase is computing the eigenvalue matrix Y using the standardized physicochemical data, derived through Equations (12) and (13):
(12)
(13)
where m is the number of water samples and n is the number of hydrochemical indices for each sample, xij is the jth hydrochemical index value of sample I, (xij)max and (xij)min are the highest and lowest values of the chosen indices across all samples, respectively, and xi denotes the sample number.
The second step is to calculate the entropy weight wj of each hydrochemical index using the following steps:
(14)
(15)
(16)

The index value ratio of the jth index of sample I is represented as Pij, while the information entropy is denoted as ej. In addition, the entropy weight of parameter j is denoted as wj.

The third stage involves calculating the quality rating scale qj for each hydro-chemical index using the following equation:
(17)
where Cj signifies the numerical value of the jth hydrochemical index, and Sj denotes the established standard for drinking water set by the WHO concerning the jth hydrochemical index.
The fourth step is the calculation of EWQI using the following equation:
(18)

The next phase is evaluating the water's quality using the EWQI criteria listed in Table 4.

Table 4

Standard of EWQI classification on the basis of assign weights

RankEWQIWater quality
< 50 Excellent 
50–100 Good 
100–150 Medium 
150–200 Poor 
> 200 Extremely poor 
RankEWQIWater quality
< 50 Excellent 
50–100 Good 
100–150 Medium 
150–200 Poor 
> 200 Extremely poor 

As per standard, water with an EWQI of less than 50 is of excellent quality, between 50 and 100 is of good quality, between 100 and 150 is of medium quality, between 150 and 200 is of poor quality, and over 200 is of extremely poor quality.

Hydrochemical modelling of groundwater

The aqueous geochemical calculations are valuable tools for understanding processes like silicate weathering and carbonate mineral dissolution. In this study, the PHREEQC code 3.7.3. was utilized to compute the ionic strength and saturation indices for selected minerals. Saturation indices are estimated using Equation (19) (Mahoney et al. 2021), where IAP represents the ion activity product and Ks stands for the solubility product. An saturation index (SI) of 0 indicates equilibrium of the respective mineral within the aquifer. Higher values (SI > 0) and lower values (SI < 0) indicate over-saturation and under-saturation of the mineral in the GW:
(19)

General hydrochemical properties of groundwater

In this analysis, the descriptive statistical techniques, including minimum, maximum, average, and SD, were computed and compared against the World Health Organization (WHO) for drinking water standards (Table 5). Spatial distribution maps were created using the inverse distance weighted tool in Arc map 10.8.2, and these maps provide insights into the spatial distribution of different physicochemical parameters, highlighting their range from low to high values and providing an overview of the distribution of the dataset across the study area (Figure 2).
Table 5

Statistical analysis of the physicochemical parameters of sampled groundwaters and WHO standards

IndexUnitMinMaxMeanSDWHO%NSBL
EC μS/cm 260 2,935 795 484 1,000 20 
pH 6.8 8.4 7.6 0.3 6.5/8.5 
TDS mg/L 158 1,901 492 310 1,000 
TH mg/L 105 640 234 109 450 
Ca2+ mg/L 36 120 54 20 75 10 
Mg2+ mg/L 85 23 18 150 
Na+ mg/L 16 411 85/89 70 200 
K+ mg/L 1.7 1.2 12 
Cl mg/L 20 390 93 68 250 
 mg/L 32 668 141.47 112 250 
 mg/L 65 350 144 57 250 
 mg/L 6.4 1.7 1.5 10 
IndexUnitMinMaxMeanSDWHO%NSBL
EC μS/cm 260 2,935 795 484 1,000 20 
pH 6.8 8.4 7.6 0.3 6.5/8.5 
TDS mg/L 158 1,901 492 310 1,000 
TH mg/L 105 640 234 109 450 
Ca2+ mg/L 36 120 54 20 75 10 
Mg2+ mg/L 85 23 18 150 
Na+ mg/L 16 411 85/89 70 200 
K+ mg/L 1.7 1.2 12 
Cl mg/L 20 390 93 68 250 
 mg/L 32 668 141.47 112 250 
 mg/L 65 350 144 57 250 
 mg/L 6.4 1.7 1.5 10 

Note: SD, standard deviation; %NSBL, number of samples beyond limit; WHO Guideline 2011.

Figure 2

Spatial distribution maps of the groundwater physicochemical parameters in the study area.

Figure 2

Spatial distribution maps of the groundwater physicochemical parameters in the study area.

Close modal

The GW EC varied between 260 and 2,935 μS/cm, averaging 795 μS/cm. About 20% of samples exceeded guidelines reflect mineral content variations. pH levels ranged from 6.8 to 8.4 averaging 7.6, falling within the recommended limit of WHO 6.5–8.5 for drinking water. TDS ranged from 158 to 1,901mg/L, averaging 492mg/L, mostly falling within the permissible limit of 1,000mg/L, with 3% of samples surpassing this threshold. GW hardness (CaCO3) spanned 105 to 640mg/L (average 234mg/L). Approximately one sample of GW surpasses the hardness standard of 450mg/L, indicating relatively soft and fresh water in terms of hardness.

The cation of the sampled GW was observed in the increasing order: Ca2+ > Na+ > Mg2+ > K+, with Ca2+ concentrations ranging from 36 to 120mg/L (mean 54mg/L). About 10% of samples surpassed WHO limits for Ca2+. Also, Mg2+ concentrations ranged from 1 to 85mg/L (average 23mg/L). Na+ levels varied from 16 to 411mg/L (average 85.89mg/L), with 3% exceeding WHO standards. K+ concentrations spanned 1 to 6mg/L, averaging 1.7mg/L in the study area.

The anionic sequence of sampled GW was found in the following order, > Cl > > , and the concentration of these ions indicates the variations as the concentration of Cl ranged from 20 to 390mg/L with a mean of 93mg/L, while the varying from 32 to 668mg/L with an average of 141.47mg/L, along with the ion ranging from 65 to 350mg/L with the average value of 144mg/L. Regarding anions, some ions surpass the standard limit of (WHO) by 6, 3, and 3%, which are Cl and . The ions were observed with a low range in the study area, ranging from 0 to 6.4mg/L with a mean of 1.7mg/L. Based on the ionic distribution, the most dominant cation was Ca2+. In contrast, the most dominant anion was in the sampled GW.

In addition, the Piper trilinear diagram was employed to determine the predominant hydrochemical type of the GW and get a deeper understanding of its characteristics. This diagram is a widely used method to access the GW chemistry (Xiao et al. 2022b) and allow researchers to gain insight for further analysis of the data. In the current study, Piper was employed (Figure 3) to draw the cation and anion concentrations in a triliner pattern, and finally, a diamond shape is used to combine the results of cations and anions. In the Piper diagram, the left triangle is used for cations, and the right triangle is used for anions; notably, the percentage of cations was observed, 58.62, 27.58, and 6.89, which are Na, Ca, and Mg, respectively, while the total anions concentrations marked as 34.48, 13.79, and 17.24%, which are SO4, HCO3, and Cl. Based on the left and right triangles of the Piper diagram, the hydrochemical facies of GW are Na, Ca, SO4, and mixed HCO3, Cl, and water type in the study area.
Figure 3

Piper diagram representing the dominant hydrogeochemical facies of groundwater.

Figure 3

Piper diagram representing the dominant hydrogeochemical facies of groundwater.

Close modal

The diamond shape file of the Piper diagram implies that the primary hydrochemical type of GW was mixed HCO3-Ca, SO4-Mg, and Cl-Na. Overall, the Piper analysis indicates that the GW chemistry changed from Ca, HCO3 to Na, and HCO3 due to the enrichment of salts (Ezzeldin 2022) in the GW.

Processes governing groundwater chemistry

Investigating GW hydrogeochemistry in the study area delves into key regulatory processes, including major variable correlations, rock weathering, mineral precipitation, and ionic mechanisms. This study utilized PCA for dimensionality reduction of water quality parameters. Before PCA, dataset suitability was assessed. KMO returned 0.709, signifying adequate sampling adequacy. Bartlett's test (p < 0.001) showed significant correlations among variables. Eigenvalues from the screen plot (Figure 4) for PC1 (8.414) and PC2 (1.149) measure variance explained. PC1 explains a substantial portion, and PC2 contributes significantly, accounting for 79.69% of the total variance.
Figure 4

Results of PC1 and PC2 of the principal component analysis (a) and screen plot (b).

Figure 4

Results of PC1 and PC2 of the principal component analysis (a) and screen plot (b).

Close modal

PC1 was characterized by high positive loadings from EC, TDS, TH, SO42−, Na+, HCO3, and Mg2+ (Table 6). Conversely, PC2 exhibited a distance profile with a moderate negative correlation of pH and a positive correlation of nitrate NO3, indicating a contrasting relationship between NO3 and pH within PC2. The positive correlation of TDS, TH, Ca2+, Mg2+, Cl, Na+, HCO3, SO42− in PC1, and NO3 in PC2 suggests that both natural and anthropogenic activities regulate the GW chemistry. However, the majority of the GW chemistry is dominated by regular factors such as rock water interaction and minerals dissolution, as the lithology of the sedimentary aquifer contains an elevated level of sedimentary rock minerals such as calcite, dolomite, limestone, gypsum and feldspar, and these minerals favour these ions in the aquifer. Conversely, the favourable loading of NO3 in PC2 reveals that agricultural and other activities favour the NO3 concentration in the study area.

Table 6

Results of PC1 and PC2 of principle component analysis

ParametersPC1PC2Communality
EC 0.994 0.988 
pH 0.499 −0.328 0.357 
TDS 0.993 0.986 
TH 0.943 0.891 
Ca2+ 0.735 0.554 
Mg2+ 0.833 0.695 
Na+ 0.954 0.911 
K+ 0.653 0.54 
Cl 0.96 0.924 
 0.963 0.336 0.93 
 0.934 0.888 
 0.948 0.899 
Eigenvalue 8.444 1.149 
Cumulative 70.032 79.694 
ParametersPC1PC2Communality
EC 0.994 0.988 
pH 0.499 −0.328 0.357 
TDS 0.993 0.986 
TH 0.943 0.891 
Ca2+ 0.735 0.554 
Mg2+ 0.833 0.695 
Na+ 0.954 0.911 
K+ 0.653 0.54 
Cl 0.96 0.924 
 0.963 0.336 0.93 
 0.934 0.888 
 0.948 0.899 
Eigenvalue 8.444 1.149 
Cumulative 70.032 79.694 

The Gibbs plot (TDS versus cations, anions) further reveal that most GW samples fall within the rock–water interaction area (Figure 5), indicating that GW chemistry is mainly influenced by rock–water interactions. However, to further evaluate rock minerals and the origin of the formation of the water type, the PHREEQC simulation for geochemical modelling of GW was employed to know the minerals saturation status in the aquifer. Results suggest that the GW of the study region is over-saturated with carbonates and sulphate minerals such as dolomite (CaMg(CO3)2, calcite (CaCO3), aragonite (CaCO3), gypsum (CaSO4:2H2O), anhydrite (CaSO4), and halite (NaCl). Notably, the dolomite minerals ranged from 0.9 to 7.1 (Figure 6(i)), depicting that the source of Ca2+ and Mg2+ in the GW comes from dolomitic rocks.
Figure 5

Gibbs plots showing water–rock interaction as dominant process regulating groundwater chemistry.

Figure 5

Gibbs plots showing water–rock interaction as dominant process regulating groundwater chemistry.

Close modal
Figure 6

Bivariate plots of (a) Na+ versus Cl; (b) Ca2+ versus (c); Ca2+ versus ; (d) Mg2+ versus ; (e) Ca2+ versus Mg2+; (f) Ca2+ + Mg2+ versus + ; (g) Na+ + K+ - Cl versus Ca2+ + Mg2+ - + ; (h) CAI 1 versus CAI 2; and (i) TDS versus saturation index of the selected minerals of the GW.

Figure 6

Bivariate plots of (a) Na+ versus Cl; (b) Ca2+ versus (c); Ca2+ versus ; (d) Mg2+ versus ; (e) Ca2+ versus Mg2+; (f) Ca2+ + Mg2+ versus + ; (g) Na+ + K+ - Cl versus Ca2+ + Mg2+ - + ; (h) CAI 1 versus CAI 2; and (i) TDS versus saturation index of the selected minerals of the GW.

Close modal

Similarly, the calcite and aragonite were over-saturated (Figure 6(i)), indicating that carbonate rocks predominantly dominate the aquifer lithology. Sulphate minerals, including gypsum and anhydrite, show the aquifer's over-saturation state, indicating that the GW chemistry is influenced by sulphate deposition. As previously explained, is the dominant anion of the study area and exceeded the WHO limit. The saturation of minerals indicates that sulphate sources in the aquifer come from sulphate-bearing rock minerals, such as gypsum and anhydrite (Osselin et al. 2019).

However, the halite concentration was observed (Figure 6(i)) under-saturation as the value ranged from −5.3 to −2.8, indicating the fresh hydrochemical facies of the Na-Cl in the GW. SI analysis emphasizes sedimentary rock dominance in the aquifer. Dissolving carbonates and sulphate (e.g., dolomite, calcite, gypsum) strongly influences GW chemistry. To further understand the chemical evolution of GW, as shown by the Gibbs plots, ion ratio analysis has been utilized in various studies (Elumalai et al. 2023). This method proves effective in elucidating the geochemical mechanisms underlying GW composition.

The bivariate plots between Na+ versus Cl (Figure 6(a)) reflect that the majority of samples are located near the 1:1 line, indicating the halite dissolution within the aquifer (Equation (20)) as the (meq/L) equivalence of the NaCl, the concentration of the NaCl is greater than 1, and this indicated that the silicate hydrolysis is a crucial contribute of sodium in GW (Haji et al. 2018). The plots also depict some Na enrichment as compared to Cl, which indicate the GW interacts with feldspar minerals in sandstone and leading to a higher Na percentage and reveals the cation exchange processes (Liu et al. 2016) during the runoff. The bivariate plots Ca2+ versus (Figure 6(b)) reflect a ratio greater than 1. The samples are distributed on both sides of the 1:1 line as the percentage of Ca on the lower side depicts 48%, and above the percentage of shows 44%; this indicates that both gypsum and anhydrite dissolution are responsible for the enrichment of Ca2+ and in the aquifer.

To determine the source of Ca in the study area, the plots of Ca2+ versus (Figure 6(c)) were plotted to verify the calcite and dolomite dissolution lines; as a result, the plot indicates that the samples are falling 1:1 and 1:2 line that reveals both calcite and dolomite dissolution, whereas some of the samples fall below the y = x line, and this indicates that the Ca2+ is only the sole source of calcite dissolution, and it supports the assertion that gypsum dissolution occurs in the aquifer system. However, the plot Mg2+ versus reveals (Figure 6(d)) that the samples falling on both sides of the 1:1 line support the calcite and dolomite dissolution. In contrast, the excess of over Mg2+ reveals the cation exchange process, as represented in Equations (20)–(22):
(20)
(21)
(22)

The bivariate plots between of Ca2+ versus Mg2+ have frequently utilized to differentiate the carbonates and silicate minerals dissolution process, and in the case of the samples positioned on the 1:1 line and 0.5 line (Figure 6(e)), Ca/Mg ration greater than 2 indicates the silicate minerals dissolution, while a ratio between 1 and 2 suggests the calcite dissolution (He et al. 2017; Nasher & Ahmed 2021), likewise the dissolution of dolomite occurs when the Ca/Mg ratio depicted as equal to 1. Similarly the plot shows that the samples are falling along the 1:1 and 0.5 line, and this indicates both carbonates and silicate mineral (Ansari & Umar 2019) dissolution.

The plots of Ca2+, Mg2+ versus , (Figure 6(f)) explain the source of calcium and magnesium, the bulk of the samples falling above the 1:1 line indicate silicate dissolution, and some samples falling below indicate calcite dissolution. Both zones reveal that the GW chemistry is primarily influenced by calcite and silicate minerals. However, the correlation between GW and aquifers is often evaluated by analysing the concentrations of Na+, K+, and Cl in relation to Ca2+, Mg2+, , and (Figure 6(g)) (Batayneh et al. 2014). The samples above the y = x line suggest cation exchange processes in the GW. Thus, to determine whether the cation exchange process is negative (forward) or positive (reverse), the chloro-alkaline indices were analysed.

Notably, most CAI 1 and CAI 2 samples are positive and indicate the reverse cation exchange (Figure 6h). In contrast, a few samples of CAI fall in the negative form, indicating the forward cation exchange mechanism in the GW Equations (23) and (24):
(23)
(24)
Based on the chloro-alkaline indices 1 and 2 (CAI 1 and CAI 2) analysis, the GW samples in the aquifer strongly suggest the presence of ion exchange process. Furthermore, the over-saturation of calcite and dolomite (Figure 6(i)) implies their dissolution in GW, while negative SI values for gypsum and halite suggest limited dissolution of these minerals. Notably, most samples on the end-member diagram fall within the silicate zone (Figure 7), indicating that both carbonates and silicates (limestone and dolomite) primarily influence GW chemistry.
Figure 7

End-member plots of the sampled GW showing major rock minerals involved in rock–water interaction.

Figure 7

End-member plots of the sampled GW showing major rock minerals involved in rock–water interaction.

Close modal

Overall classification and distribution of groundwater zones

Groundwater quality for agricultural irrigation

The investigation into irrigation water quality for sustainable agriculture revealed crucial insights into various hydrochemical indices. EC values, ranging from 260 to 2,995 μS/cm with an average of 260 μS/cm, exhibited a concerning upward trend in GW salinity. This trend, observed in 20% (Table 1) of the samples exceeding the established irrigation threshold, poses potential risks of salt accumulation in the soil, adversely affecting the crop growth. Sodium hazard, assessed through the sodium adsorption ratio (SAR), demonstrated values ranging from 0.16 to 0.7 meq/L, categorizing the water within the excellent class for irrigation quality and utilizing SAR as the essential evaluation index suggests that GW in the study area is suitable for irrigating soil types.

However, the RSC practice, evaluating the effects of carbonates and bicarbonates, yielded excellent water quality, with observed values ranging from −7.1 to −0.7 and a mean value of −2.4 categorized within the excellent class (Table 1) for RSC measurements according to the US salinity laboratory guidelines, and the sampled GW indicates its suitability for irrigation. In addition, the PI supported this suitability, with 34% classified as excellent and 68% (Table 1) (Figure 8) falling into the good category, suggesting potentially limited impacts on soil properties. The sodium percentage (%Na) ranged from 25 to 59%, with a mean value of 42%, indicating its usability for irrigation within the appropriate range. The MAR illustrated that 68% (Table 1) of GW samples were excellent, and 24% were categorized as good, signifying suitability in terms of MAR constituents in the GW. KR, assessing potential soil deterioration, indicated 82% of GW samples as suitable; in contrast, the remaining 17% (Table 1) of samples are classified as unsuitable. A KR exceeding 1 suggests GW contamination from anthropogenic sources like agriculture and industry (Amiri et al. 2021). It emphasized its importance in managing water sources to prevent soil degradation and support successful crop growth. The Wilcox diagram was utilized to categorize GW into five classes based on %Na and EC. These zones range from excellent to unsuitable within the diagram (Kavurmacı & Karakuş 2020).
Figure 8

Classification of irrigation water quality based on permeability index diagram of the sampled GW.

Figure 8

Classification of irrigation water quality based on permeability index diagram of the sampled GW.

Close modal
The excellent and good zones suggest high suitability for irrigation, posing minimal risk of alkali damage, which can be managed with preventive measures. Most of the examined GW samples (19) are well suited for irrigation, falling within the good to excellent category on the Wilcox diagram (Figure 9(a)). However, a few samples (1%) are categorized as dubious to unsuitable and 7% of samples fall within the permitted to doubtful range, hinting at varying degrees of suitability. In addition, seven GW samples fall within the range of good to permitted quality, indicating suitability for irrigation purposes. Overall, the Wilcox analysis suggests GW quality ranges from good to excellent for irrigation. Moreover, the US Salinity Laboratory's USSL diagram serves as a comprehensive tool for assessing GW suitability for irrigation (Kom et al. 2022). It offers a thorough evaluation of water quality, further supporting the findings from the Wilcox analysis.
Figure 9

Wilcox diagram (a) and USSL diagram (b), indicating GW quality for irrigation purposes.

Figure 9

Wilcox diagram (a) and USSL diagram (b), indicating GW quality for irrigation purposes.

Close modal

The study categorized irrigation water into four unique classifications (C1, C2, C3, and C4) according to the degree of salinization. These categories were determined based on specific EC measurements, divided into four ranges: less than 250, 250–750, 750–2,250, and higher than 2,250 μS/cm. In addition, water was classified into four categories according to its sodium (alkaline) hazard, namely, S1 (low alkaline hazard), S2 (moderate alkaline hazard), S3 (high alkaline risk), and S4 (extremely high alkaline hazard). The sodium adsorption ratio was used to establish these classes, defined by the following ranges: less than 10, 10–18, 18–26, and greater than 26. The USSL classification system facilitated the breaking down irrigation water into 16 unique categories.

Analysis reveals that most of the samples were located (Figure 9(b)) in the C2–S1 and C3–S1 zones. These zones indicate medium to high salt levels with a low alkalinity level in class S1. There was just one sample found in the low salinity zone, namely, in class C1 S1. Another sample was found in the high salinity zone, specifically in class C4 S1. Overall, the USSL diagram shows that the GW in the study area has moderate to high salt and low alkalinity levels. This makes it suitable for growing crops that can tolerate moderate salt levels. Furthermore, the IWQI was utilized to classify the GW zones within the geographic location, employing a combination of spatial analysis tools. The irrigation water quality index (IWQI) was used to evaluate water quality for irrigation based on parameters such as electrical conductivity (EC), sodium adsorption ratio (SAR), sodium (Na+), chloride (Cl), and bicarbonate (HCO3).

The IWQI assessment revealed that the majority of GW samples (68%) are in the no-restriction zone, while 27% fall (Figure 10(b)) into the low-restriction category. These zones predominantly localize within the south-eastern region, as delineated by the spatial distribution maps (Figure 2 and 11(b)).
Figure 10

Results of (a) EWQI and (b) IWQI of the sampled GW.

Figure 10

Results of (a) EWQI and (b) IWQI of the sampled GW.

Close modal

Notably, the no-restriction and low-restriction zones exhibit a lack of correlation with population density, anthropogenic inputs, and minimal agricultural activities, as elucidated by the spatial distribution maps within the study area. In this specific geographical expanse, characterized by the lowest values of hydrochemical constituents, including HCO3, Na, Cl, and NO3 percentages, it is evident that human activities are at a minimum. Natural factors and mineral dissolution primarily influence the chemical composition within these zones. Nevertheless, no samples fell in the moderate or severe restriction zones.

Remarkably, 1% of the samples fell into the high restriction zone, localized in the north-western Chilton booster area. In this specific geographical domain, both human activities and natural processes exert a substantial influence on GW chemistry (Khan et al. 2010). Being situated at the core of the basin, this zone (characterized as urban area) experiences significant effects from the weathering of rocks and wastewater, resulting in pronounced GW contamination. The water in this category exhibits stability for soils characterized by high permeability coupled with a moderate to high salt tolerance in plants.

The assessment based on IWQI categorizes the GW mostly in the no-restriction and low-restriction zones, suggesting minimal risks associated with soil salinity and sodicity problems across different soil types.

Groundwater quality for drinking usages

Assessing GW quality for drinking usage was critical. Nitrate contamination is evaluated using the NPI, while overall water quality is measured through the EWQI to ensure safe drinking water standards are met. Findings indicate that all GW samples yielded NPI values within acceptable limits, with all values less than 1 signifying good nitrate GW quality in the study area. However, to assess drinking water quality ranking and zoning, 12 parameters, including cations, anions, pH, TDS, and TH were analysed using the EWQI method. Results revealed that a substantial portion, specifically 75% (n = 22) of the water samples, attained the highest rank (Figure 10(a)), denoting excellent water quality. Of the analysed samples, n = 6 (20%) were ranked as having good water quality.

Notably, only 1% of the samples GW fall in the extremely poor water (Rank 5), and this zone is located in north-western Chilton booster area and zone is characterized by rock weathering and anthropogenic inputs that alter the GW chemical composition (Figure 11(a)). The majority of samples demonstrated quality attributes that aligned with excellent to good water, reflective of suitable quality for human consumption. Furthermore, the results underscore the comprehensive methodology's ability to categorize and gauge the suitability of drinking water, providing a valuable tool for water quality assessment.
Figure 11

Spatial distribution zones of EWQI (a) and IWQI (b) in the study area.

Figure 11

Spatial distribution zones of EWQI (a) and IWQI (b) in the study area.

Close modal

The present study revealed the hydrochemical genetic mechanism of GW resources along with its quality suitability for drinking and agricultural usages in the sedimentary basin of Quetta Valley in Pakistan through comprehensive hydrogeochemical evaluation. This study has drawn the following conclusion:

The GW samples exhibit a slightly alkaline nature and are characterized as soft freshwater with respect to total hardness. The hydrochemical composition is identified as the HCO3-Na type, with a discernible order of cations and anions showing an increasing trend of Ca2+ > Na+ > Mg2+ > K+ for cations and > > Cl > for anions. The most prevalent cation is Ca2+, and the dominant anion is , surpassing recommended guidelines by 10 and 6%, respectively. The primary source of GW major ions is traced back to the dissolution of carbonates and silicate minerals from the host sedimentary rocks. This mechanism is corroborated by analyses using PCA, ion ratio analysis, and SI, indicating a correlation with cation exchange in the GW.

In terms of irrigation water quality, hydrochemical indices, including SAR, MAR, PI, KR, RSC, and percentage of sodium (%Na), were employed. Overall, the GW quality is deemed suitable for irrigation. However, 20% of GW samples exceeded the irrigation threshold for electric conductivity, indicating potential soil salt accumulation, while KR revealed alkali hazards in 17% of the GW samples. The USSL analysis indicates moderate to high salt levels and low alkalinity, making the GW suitable for crops tolerant to moderate salt concentrations.

The IWQI suggests that 68% of the GW falls into the no-restriction category, while 27% falls into the low-restriction category when used for irrigation. The EWQI classifies GW in the region as excellent to good quality for drinking, accounting for 75 and 20%, with only one sample falling into the extremely poor rank. Nevertheless, the study identifies a general decline in water quality in the north-western part of the Quetta Valley, impacting both drinking and irrigation purposes, and attention should be paid to the use of GW. This research can provide insights into the categorical use and sustainable use of GW.

The authors are grateful to the editor and anonymous reviewers whose insightful comments were very helpful in improving the paper.

Conceptualization: Yong Xiao. Methodology: Muhammad Haziq Khan, Hongjie Yang, Yuqing Zhang, Feiyu Chen. Formal analysis: Muhammad Haziq Khan, Hongjie Yang, Liwei Wang, Yuqing Zhang. Investigation: Muhammad Haziq Khan, Wenxu Hu, Rohit Sherstha. Data curation: Muhammad Haziq Khan, Jie Wang, Feiyu Chen. Writing – original draft: Muhammad Haziq Khan. Writing – review and editing: Yong Xiao, Hongjie Yang. Supervision: Yong Xiao.

This research was supported by the National Natural Science Foundation of China (42007183; 4210071010); Sichuan Science and Technology Program (2022NSFSC1084); Applied Basic Research Project of Qinghai Provincial Department of Science and Technology (2017-ZJ-743); MOE Key Laboratory of Groundwater Circulation and Environmental Evolution, China University of Geosciences (2023–004); Fujian Provincial Key Laboratory of Water Cycling and Eco-Geological Processes (SK202305KF01); Key Lab of Geo-environment of Qinghai Province (2023-KJ-15); Student Research Training Program of Southwest Jiaotong University (202310613077).

The datasets used and/or analysed during the current study are available from the corresponding author on reasonable request.

Data cannot be made publicly available; readers should contact the corresponding author for details.

The authors declare there is no conflict.

Abanyie
S. K.
,
Apea
O. B.
,
Abagale
S. A.
,
Amuah
E. E. Y.
&
Sunkari
E. D.
2023
Sources and factors influencing groundwater quality and associated health implications: A review
.
Emerging Contaminants
9 (2),
100207
.
Abascal
E.
,
Gómez-Coma
L.
,
Ortiz
I.
&
Ortiz
A.
2022
Global diagnosis of nitrate pollution in groundwater and review of removal technologies
.
Science of the Total Environment
810
,
152233
.
Abbasnia
A.
,
Yousefi
N.
,
Mahvi
A. H.
,
Nabizadeh
R.
,
Radfard
M.
,
Yousefi
M.
&
Alimohammadi
M.
2019
Evaluation of groundwater quality using water quality index and its suitability for assessing water for drinking and irrigation purposes: Case study of Sistan and Baluchistan province (Iran)
.
Human and Ecological Risk Assessment: An International Journal
25
,
988
1005
.
Ali
A.
,
Ullah
Z.
,
Siddique
M.
,
Ghani
J.
,
Rashid
A.
,
Khalid
W.
,
Khan
M. I. U.
&
Ashraf
W.
2023
Geochemical investigation of OCPs in the Rivers Along With Drains and Groundwater Sources of Eastern Punjab, Pakistan
.
Exposure and Health
16 (2),
1
16
.
Asadi
E.
,
Isazadeh
M.
,
Samadianfard
S.
,
Ramli
M. F.
,
Mosavi
A.
,
Nabipour
N.
,
Shamshirband
S.
,
Hajnal
E.
&
Chau
K.-W.
2019
Groundwater quality assessment for sustainable drinking and irrigation
.
Sustainability
12
,
177
.
Ayers
R. S.
&
Westcot
D. W.
1985
Water Quality for Agriculture
.
Food and Agriculture Organization of the United Nations, Rome
.
Batayneh
A.
,
Zaman
H.
,
Zumlot
T.
,
Ghrefat
H.
,
Mogren
S.
,
Nazzal
Y.
,
Elawadi
E.
,
Qaisy
S.
,
Bahkaly
I.
&
Al-Taani
A.
2014
Hydrochemical facies and ionic ratios of the coastal groundwater aquifer of Saudi Gulf of Aqaba: Implication for seawater intrusion
.
Journal of Coastal Research
30
,
75
87
.
Debnath
P.
,
Al Mamun
M. A.
,
Karmakar
S.
,
Uddin
M. S.
&
Nath
T. K.
2022
Drinking water quality of Chattogram city in Bangladesh: An analytical and residents’ perception study
.
Heliyon
8
, e12247.
Durrani
T. S.
&
Farooqi
A.
2021
Groundwater fluoride concentrations in the watershed sedimentary basin of Quetta Valley, Pakistan
.
Environmental Monitoring and Assessment
193
,
1
18
.
Durrani
I. H.
,
Adnan
S.
,
Ahmad
M.
,
Khair
S.
&
Kakar
E.
2018
Observed long-term climatic variability and its impacts on the ground water level of Quetta alluvial
.
Iranian Journal of Science and Technology, Transactions A: Science
42
,
589
600
.
Hallouche
B.
,
Hadji
F.
,
Marok
A.
&
Benaabidate
L.
2017
Spatial mapping of irrigation groundwater quality of the High Mekerra watershed (Northern Algeria)
.
Arabian Journal of Geosciences
10
,
1
15
.
Hao
Q.
,
Li
Y.
,
Xiao
Y.
,
Yang
H.
,
Zhang
Y.
,
Wang
L.
,
Liu
K.
,
Liu
G.
,
Wang
J.
,
Hu
W.
&
Liu
W.
2023
Hydrogeochemical fingerprint, driving forces and spatial availability of groundwater in a coastal plain, Southeast China
.
Urban Climate
51
,
101611
.
He
T.
,
Xu
J.
,
Han
J.
&
Wang
G.
2017
Hydrogeochemical characteristics of Kulamulekesayi-Alaer River Valley in Northwestern Qaidam Basin
.
Journal of Salt Lake Research
25
,
21
27
.
Iqbal
J.
,
Amin
G.
,
Su
C.
,
Haroon
E.
&
Baloch
M. Y. J.
2023
Assessment of Landcover Impacts on the Groundwater Quality Using Hydrogeochemical and Geospatial Techniques
30 (47). DOI: 10.1007/s11356-023-29628-w.
Jamil
A.
,
Khan
A. A.
,
Bayram
B.
,
Iqbal
J.
,
Amin
G.
,
Yesiltepe
M.
&
Hussain
D.
2019
Spatio-temporal glacier change detection using deep learning: A case study of Shishper Glacier in Hunza
. In
International Symposium on Applied Geoinformatics
.
Khan
S. D.
,
Mahmood
K.
,
Sultan
M. I.
,
Khan
A. S.
,
Xiong
Y.
&
Sagintayev
Z.
2010
Trace element geochemistry of groundwater from Quetta Valley, western Pakistan
.
Environmental Earth Sciences
60
,
573
582
.
Kom
K. P.
,
Gurugnanam
B.
,
Sunitha
V.
,
Reddy
Y. S.
&
Kadam
A. K.
2022
Hydrogeochemical assessment of groundwater quality for drinking and irrigation purposes in western Coimbatore, South India
.
International Journal of Energy and Water Resources
6
,
475
494
.
Liang
N.
,
Qian
C.
,
Mu
W.
,
Duan
Y.
,
Zhu
G.
,
Zhang
R.
&
Wu
X.
2020
Fuzzy comprehensive evaluation of groundwater quality of the Daniudi gas field area
.
Hydrogeology & Engineering Geology
47
,
52
59
.
Liu
J.
,
Chen
Z.
,
Wang
L.
,
Zhang
Y.
,
Li
Z.
,
Xu
J.
&
Peng
Y.
2016
Chemical and isotopic constrains on the origin of brine and saline groundwater in Hetao plain, Inner Mongolia
.
Environmental Science and Pollution Research
23
,
15003
15014
.
Liu
R. P.
,
Zhu
H.
,
Liu
F.
,
Dong
Y.
&
El-Wardany
R. M.
2021
Current situation and human health risk assessment of fluoride enrichment in groundwater in the Loess Plateau: A case study of Dali County, Shaanxi Province, China
.
China Geology
4
,
487
497
.
Meireles
A. C. M.
,
Andrade
E. M. d.
,
Chaves
L. C. G.
,
Frischkorn
H.
&
Crisostomo
L. A.
2010
A new proposal of the classification of irrigation water
.
Revista Ciência Agronômica
41
,
349
357
.
Nasher
N. R.
&
Ahmed
M. H.
2021
Groundwater geochemistry and hydrogeochemical processes in the Lower Ganges-Brahmaputra-Meghna River Basin areas, Bangladesh
.
Journal of Asian Earth Sciences: X
6
,
100062
.
Noor
R.
,
Maqsood
A.
,
Baig
A.
,
Pande
C. B.
,
Zahra
S. M.
,
Saad
A.
,
Anwar
M.
&
Singh
S. K.
2023
A comprehensive review on water pollution, South Asia Region: Pakistan
.
Urban Climate
48
,
101413
.
Osselin
F.
,
Saad
S.
,
Nightingale
M.
,
Hearn
G.
,
Desaulty
A.
,
Gaucher
E.
,
Clarkson
C.
,
Kloppmann
W.
&
Mayer
B.
2019
Geochemical and sulfate isotopic evolution of flowback and produced waters reveals water-rock interactions following hydraulic fracturing of a tight hydrocarbon reservoir
.
Science of the Total Environment
687
,
1389
1400
.
Qureshi
A. L.
,
Jamali
M. A.
,
Hussain
S.
,
Memon
F. A.
,
Zaidi
A. Z.
,
Zafar
S.
&
Ahmed
W.
2022
Subsurface depleting aquifers in the sedimentary terrain of Quetta Valley in Balochistan: A review
.
Arabian Journal of Geosciences
15
,
1648
.
Rahman
N. U.
,
Song
H.
,
Benzhong
X.
,
Rehman
S. U.
,
Rehman
G.
,
Majid
A.
,
Iqbal
J.
&
Hussain
G.
2022
Middle-Late Permian and Early Triassic foraminiferal assemblages in the Western Salt Range, Pakistan
.
Rudarsko-geološko-naftni zbornik
37
(3), 161–196.
Sagintayev
Z.
,
Sultan
M.
,
Khan
S.
,
Khan
S.
,
Mahmood
K.
,
Yan
E.
,
Milewski
A.
&
Marsala
P.
2012
A remote sensing contribution to hydrologic modelling in arid and inaccessible watersheds, Pishin Lora basin, Pakistan
.
Hydrological Processes
26
,
85
99
.
Stoner
J. D.
1978
Water-Quality Indices for Specific Water Uses
.
Department of the Interior, Geological Survey Arlington
,
VA, USA
.
Subba Rao
N.
,
Marghade
D.
,
Dinakar
A.
,
Chandana
I.
,
Sunitha
B.
,
Ravindra
B.
&
Balaji
T.
2017
Geochemical characteristics and controlling factors of chemical composition of groundwater in a part of Guntur district, Andhra Pradesh, India
.
Environmental Earth Sciences
76
,
1
22
.
Tanzeel
K.
,
Muhammad
A. M.
,
Gohram
M.
&
Rabia
A.
2022
Comparative analysis of bacterial contamination in tap and groundwater: A case study on water quality of Quetta City, an arid zone in Pakistan
.
Journal of Groundwater Science and Engineering
10
,
153
165
.
WHO
2017
Guidelines for Drinking-Water Quality: First Addendum to the Fourth Edition
.
Xiao
Y.
,
Shao
J.
,
Frape
S. K.
,
Cui
Y.
,
Dang
X.
,
Wang
S.
&
Ji
Y.
2018
Groundwater origin, flow regime and geochemical evolution in arid endorheic watersheds: A case study from the Qaidam Basin, Northwest China
.
Hydrology and Earth System Sciences
22
,
4381
4400
.
Xiao
Y.
,
Liu
K.
,
Hao
Q.
,
Li
Y.
,
Xiao
D.
&
Zhang
Y.
2022b
Occurrence, controlling factors and health hazards of fluoride-enriched groundwater in the lower flood plain of Yellow River, Northern China
.
Exposure and Health
14 (2),
1
14
.
Yang
H.
,
Xiao
Y.
,
Zhang
Y.
,
Wang
L.
,
Wang
J.
,
Hu
W.
,
Liu
G.
,
Liu
F.
,
Hao
Q.
,
Wang
C.
&
Xu
X.
2024
Lithology controls on the mixing behavior and discharge regime of thermal groundwater in the Bogexi geothermal field on Tibetan Plateau
.
Journal of Hydrology
628
,
130523
.
Zhang
Y.
,
Xiao
Y.
,
Yang
H.
,
Wang
S.
,
Wang
L.
,
Qi
Z.
,
Han
J.
,
Hao
Q.
,
Hu
W.
&
Wang
J.
2024
Hydrogeochemical and isotopic insights into the genesis and mixing behaviors of geothermal water in a faults-controlled geothermal field on Tibetan Plateau
.
Journal of Cleaner Production
442,
140980
.
This is an Open Access article distributed under the terms of the Creative Commons Attribution Licence (CC BY 4.0), which permits copying, adaptation and redistribution, provided the original work is properly cited (http://creativecommons.org/licenses/by/4.0/).