Journal Pre-proof Assessment of groundwater quality scenario in respect of fluoride and nitrate contamination in and around Gharbar village, Jharkhand, India
Raju Thapa, Srimanta Gupta, Harjeet Kaur, Raju Baski PII:
S2589-7578(19)30013-7
DOI:
https://doi.org/10.1016/j.hydres.2019.09.002
Reference:
HYDRES 9
To appear in:
HydroResearch
Received date:
10 August 2019
Revised date:
19 September 2019
Accepted date:
26 September 2019
Please cite this article as: R. Thapa, S. Gupta, H. Kaur, et al., Assessment of groundwater quality scenario in respect of fluoride and nitrate contamination in and around Gharbar village, Jharkhand, India, HydroResearch(2019), https://doi.org/10.1016/ j.hydres.2019.09.002
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Journal Pre-proof Assessment of groundwater quality scenario in respect of fluoride and nitrate contamination in and around Gharbar village, Jharkhand, India *
Raju Thapa (
[email protected]), Srimanta Gupta (srimantagupta @yahoo.co.in), Harjeet Kaur (
[email protected]) and Raju Baski (
[email protected]) Department of Environmental Science, The University of Burdwan, West Bengal
Corresponding author:
[email protected]
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*
Journal Pre-proof Abstract Present study deals with the identification of geochemical processes and the probable mobilization mechanism responsible for the release of fluoride (F-) and nitrate (NO3-) in groundwater. For this purpose 50 groundwater samples are collected from the Gharbar and its adjacent villages of Jharkhand. The order of abundance of anion and cation in the groundwater sample are HCO3-> Cl-> SO42 -> NO3-> F-> Br- and Ca2+> Na+> Mg2+> K+ respectively. F- concentration ranges from 0.01 to 18.55 mg/L and the NO3- concentration ranges from 34.10 to 319.10 mg/L where majority of the water samples exceeds the permissible limit of F- (1.5 mg/L) and NO3- (45 mg/L). Alkaline aquifer condition accelerates
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the mobilization of F- in groundwater due to enhanced rate of weathering of fluoride-bearing
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minerals whereas anthropogenic activities play a major role in NO3- contamination of the study area. Saturation index (SI) indicates under-saturation of fluorite and calcite in the
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majority of water samples. Principal component analysis reveals 3 principal components explaining 72.33% of the data variance and indicates anthropogenic sources of contamination
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of NO3- and geogenic sources of contamination for F-.
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village; Jharkhand
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Keywords: Fluoride; Nitrate; Hydrogeochemistry; weathering; Saturation index (SI); Gharbar
Journal Pre-proof 1. Introduction Fluoride (F-) in drinking water is essential for bone development and dental caries but on the other hand it also causes dental and skeletal fluorosis (Collier, 1980; Edmunds and Smedley, 2005; WHO, 2011). Globally, about 25 nations with 200 million people are suffering from the dreadful fate of dental and skeletal fluorosis (Edmunds and Smedley, 2005; WHO, 2011; Ayoob and Gupta, 2006; Su et al., 2013). Numerous researchers have reported the occurrence of higher F- concentration in drinking water from all around the globe (Brunt et al., 2004; Edmunds and Smedley, 2005; Ayoob and Gupta, 2006; Chae et al., 2007; Guo et al., 2007; Reddy et al., 2010; Patolia and Sinha, 2017; Thapa et al., 2017a, 2017b; Kabir et al., 2019;
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Kalpana et al., 2019; Kimambo et al., 2019; Su et al., 2019; Yadav et al., 2019).
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Fluoride is the 13th most abundant element in the earth crust occurring basically in fluoridebearing minerals such as fluorite (CaF2), biotite [K(Mg,Fe)3AlSi3O10F2], fluor-apatite
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[Ca5(PO4)3F] etc. (Deshmukh et al., 1995; Shah and Danishwar, 2003; Thapa et al., 2017c; Jia et al., 2019). Several factors such as underlain geology, aquifer material, water-rock
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interaction, pH, temperature, solubility and availability of F- etc influence the enrichment of F- in groundwater (Gosselin et al., 1999; Shah and Danishwar, 2003; Meenakshi et al., 2004;
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Paul et al., 2019). Generally, high F- groundwater has Na-HCO3 water type with alkaline pH and lower Ca2+ (Dhiman and Keshari, 2006; Rafique et al., 2009; Su et al., 2013).
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Nitrate (NO3-) pollutant in drinking water is one of most widespread pollutants in World (Reddy et al., 2009; Thapa et al., 2018a). Application of fertilizer (NPK, urea) in agricultural
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field, organic manure, unlined drainage and sewerage lines unplanned disposal of the animal and human waste could results in higher percolation of NO3- in sub-surface water bodies (Jack and Sharma 1983). When NO3- in drinking water is high serious health related problems can arise especially in children and young livestock. The presence of F- in groundwater of Gharbar village has been reported earlier (Patolia and Sinha, 2017) where, F- as high as 14.9 mg/L is reported. However, the presence of NO3- in the groundwater has never been reported so far. In addition detail geochemical study in demarcating the geochemical processes responsible for the release of F- and NO3- in groundwater has not been addressed so far. Present research work is carried out with an objective to evaluate the spatial distribution patterns of F- and NO3- in the study area and to evaluate the probable mechanism of F- and NO3- mobilisation. Saturation Index (SI) is used to understand the saturation of F- in the groundwater of the study area. Principal component analysis (PCA) is applied to highlight the most influential sources contributing to the F- and NO3- concentration in groundwater. The outcome of the present research will provide a
Journal Pre-proof thorough investigation in the micro-scale level giving important information of the study area. 1.1. Study area Gharbar, Birsinhpur and Kalipur village, located about 20 km from Dhanbad district of Jharkhand, India (Fig. 1) lying within 23° 39′ 18″ N to 23° 39′ 58″ N latitude and 86° 33′ 10″ to 86° 32′ 10″ E Longitude are considered as study area for the present research work. Gharbar, Birsinhpur and Kalipur village occupies an area of 3.75, 3.68 and 1.88 sq. km respectively. In the study area, groundwater occurs in both unconfined and confined conditions. The unconfined condition occurs at shallow depths of all litho units of
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Gondwanas and Achaeans (Fig. 2). Under confined to semi-confined condition groundwater
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occurs in deep-seated fractures that are disconnected with the top weathered zone. The shallow aquifer consists of the weathered mantle and shallow fracture. In shallow aquifers,
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the weathered mantle thickness varies from 5 - 25 mbgl. The recent and sub-recent alluvium (older and newer) is the main porous formation. The drainage systems in the study area are a
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part of the Damodar sub-basin. Rainwater is the principal source of groundwater recharge in the study area and the Indian Meteorological Department (IMD), Dhanbad shows 1306 mm
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of rainfall. The study area experiences sub-tropical in nature characterized by very hot summer from March and May, well-distributed rainfall from June to September, and cold and
2. Materials and methods
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dry winter from December to February (CGWB, 2013).
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Extensive water sampling was carried out with an objective to cover the Gharbar and its surrounding villages (Fig. 1). Altogether fifty (50) groundwater samples were collected on December, 2019 (post-monsoon) following the standard sampling protocol laid down by WHO (2011).
2.1. Physicochemical analysis of groundwater samples Physical parameters such as pH, Electrical conductance (EC), Total dissolved solids (TDS) were measured using portable multi-parameter analyzer in the field itself. Major cation and anion were analysed in ion chromatography (IC, Dionex Integrion HPIC model no. 17050089) in the Department of Environmental Science, The University of Burdwan. The ionic balance error (IBE) was estimated to estimate the precision of ions measurement. The IBE value was within the desirable limit of ±10% (Domenico and Schwartz, 1998; Jabal et al., 2014). The spatial interpolation of water samples was carried out in ArcGIS 10.1 platform and analysis of dominant water type was carried out in AquaChem-2012 software. 2.2. Principal component analysis (PCA)
Journal Pre-proof Principal component analysis (PCA) was performed to understand an insight of the underlying hydrogeochemical and their possible sources i.e., natural or anthropogenic sources influencing the groundwater (Chen et al. 2007; Praus 2007; Salifu et al. 2012). PCA, scatter plots and basic descriptive statistics were performed on high F- samples using the statistical software package XL-STAT 12. 2.3. Saturation index (SI) In order to perform the saturation index assessment Aquachem-12 software with Phreeqc modelling extension was used. The saturation indices (SI) was calculated using the following equation (eq. 1): 𝐼𝐴𝑃 𝐾𝑡
)
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SI = log (
(eq. 1)
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Where, IAP is the chemical species dissociated in solution and Kt represents the equilibrium solubility product of the mineral. The SI value of any mineral phase is positive when the
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groundwater is oversaturated with respect to that particular mineral and SI value is negative
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when the groundwater is under-saturated. When groundwater is over-saturated mineral show a tendency to precipitate and when the groundwater is under-saturated mineral dissolution
3. Results and discussion
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3.1. Hydrogeochemistry
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continues until the equilibrium is reached.
Physico-chemical analysis along with detail descriptive statistics of the samples represented
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in Table 1, reveals the order of abundance of anion and cation as HCO3- > Cl- > SO42 -> NO3> F- > Br- and Ca2+ > Na+ > Mg2+ > K+ respectively. 3.2. Factors influencing F- in groundwater 3.2.1. Physical parameters
The pH, EC and TDS ranges from 6.60 to 8.60, 130 to 830 µs/cm and 400 to 1080 mg/L respectively (Table 1). TDS in majority of the samples i.e., 34 samples (68% of the total sample) are observed above the WHO permissible limit of 600 mg/L and only 2 samples (4% of the total sample) have pH above 8.5. All samples have EC within the permissible limit of 1500 µs/cm. A very strong positive correlation is observed between F- and pH (r = 0.81) (Table 2) in the study area and similar type of observations have been reported by earlier researchers (Rafique et al., 2009; Wang et al., 2009; Su et al., 2013). pH shows moderate negative correlation with NO3- (-0.42). 3.2.2. Cation and anions
Journal Pre-proof Na+ in water sample ranges from 92.37 to 1028.30 mg/L in the study area where 39 samples (78%) have concentration beyond the permissible limit of 200 mg/L. Ca 2+ concentration in the study area ranges from 10.22 to 181.09 mg/L and all 50 samples (100%) are well within the WHO permissible limit of drinking water (WHO, 2011). K+ and Mg2+ range from 11.74 to 29.2 mg/L and 02 to 33.20 mg/L respectively. A moderate positive correlation are observed between F- and K+ (r = 0.35) and F- and Na+ (r = 0.30) (Table. 2). Cation such as Mg2+ and Ca2+ show moderate negative correlation with F- r = -0.55, and -0.30 respectively. The negative correlation of F- with Ca2+ and Mg2+ may be attributed to the lower solubility of above ions from aquifer media (Ncube, 2002) along with the prior CaCO3 precipitation from
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groundwater samples (Reddy et al., 2010; Jabal et al., 2014). Observations similar to our studies have been reported by several researchers in different regions of the globe (Chae et
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al., 2007; Kantharaja et al., 2007; Jabal et al., 2014). Mg2+ and Ca2+ show strong positive
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correlation with NO3- with r = 0.71 and 0.76 respectively and similar correlation has been reported by Chiu et al., 2011.
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F- in water samples ranges from 0.21 to 18.55 mg/L where 60% of samples (30 samples) are beyond the WHO permissible limit of 1.5 mg/L (WHO, 2011). Cl- in the study area ranges
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from 16.78 to 1178.71 mg/L where about 24% of the total samples i.e., 12 samples have concentration beyond the permissible limit. The NO3-, SO42- and PO43- ranges from 34.10 to
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319.10, 13.32 to 201.91 mg/L and 0.01 to 7.29 mg/L respectively. In 76% of water samples (38 samples) the HCO3- concentration is beyond the WHO permissible limit of 250 mg/L.
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The HCO3-, SO42- and Cl- show a negative correlation with F- and all the anions indicate a weak correlation with F- (Table 2). 3.2.3. Water type
Calcium is the dominant cation in all the groundwater samples. The groundwater samples are categorized into three groups based on F- concentration (WHO, 2011) i.e., low (F- < 1.5 mg/L) and high (F- > 1.5 mg/L) where, 20 and 30 samples fall under the low and high category respectively (Fig. 3). According to Piper diagram (1953), the groundwater samples are categorized into different types i.e., Ca-Mg-HCO3, Na-Cl, Na-HCO3-Cl, Ca-Mg-Cl-SO4, and Ca-Mg-SO4 where Na-HCO3-Cl is dominant water type within high F- samples and CaMg-HCO3 is the dominant water type in low F- water samples (Piper 1944). 3.3. Geochemical processes operating in the aquifer In an underground aquifer weathering of carbonate minerals, silicate minerals, ion exchange phenomena, evapotranspiration and dissolution of evaporates are the prime geogenic sources of the dissolved cations and anions. To understand the occurrence of various geochemical
Journal Pre-proof processes in the aquifer, a series of ionic ratios are reported very useful by several researchers (Hounslow, 1995; Elango et al., 2003; Srinivasamoorthy et al., 2014; Dedzo et al., 2017). 3.3.1. Evaporation Generally, when evaporation is the major process contributing to the ions concentration in groundwater there is an overall increase in the concentration of all the ions in groundwater. In the present study, the molar F-/Cl- ratios of the majority of samples have a value greater than 0.02 (typical unpolluted rainfall value) suggesting that there is no role of evapotranspiration (Currell et al., 2011; Kumar and Kumar, 2015). Among the samples analysed, 84% of samples have Na+/ Cl- ratio > 1:1 equiline (Fig. 4a) suggesting the role of silicate weathering
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in release of Na+ probably via following reactions (Stallard and Edmond, 1983; Srinivasamoorthy et al., 2014; Dedzo et al., 2017) (eq. 2):
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2NaAlSi3O8 + 9H2O + 2H2CO3 = Ai2Si2O5(OH)4 + 2Na+ + 2HCO3- + 4H4SiO4
(eq. 2)
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Similarly, in the plot of Na+ vs Cl-, majority of the points fall below 1:1 equiline which indicates weathering processes as major processes occurring in the aquifer in comparison to
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evaporation process (Srinivasamoorthy et al., 2014). In addition, if evapotranspiration contributes to groundwater ions concentration that plot of Na+/Cl- vs EC gives a horizontal
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line but there is no such indication. The dominance of HCO3- ions along with Na+/Cl- ratio > 1 indicates that the role of silicate weathering in the release of Na+ in groundwater as the
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interaction of feldspar minerals with water and carbonic acid releases HCO3– ions (Meybeck, 1987; Elango et al., 2003; Srinivasamoorthy et al., 2014). The high value of (Na+ + K+) vs Cl-
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ratio also indicates the role of silicate weathering in releasing the alkali metals. 3.3.2. Weathering processes
All the water samples are plotted in Gibbs (1970) diagram (Fig. 4b – 4c) where it shows that sediments–water interaction in comparison to precipitation and evaporation are the main source of ions in groundwater. The plot of (Ca2++Mg2+)/TZ+ lies above and away from 1:1 equiline indicating the contribution of weathering processes (Fig. 4d) (Dedzo et al., 2017). The plot of (HCO3- + SO42-) vs (Ca2+ + Mg2+) as represented in (Fig. 4e) indicates excess of HCO3- and SO42- over alkaline earth elements i.e., Ca2+ and Mg2+ suggesting, the role of silicate weathering (Hounslow, 1995; Srinivasamoorthy et al., 2014; Dedzo et al., 2017) The most stable silicate mineral phase can be identified using mineral stability diagrams. The stability and weathering products of K2O–H2O–Al2O3–SiO2 system and NaO–H2O–Al2O3– SiO2 system is represented in Fig 4(f) and 4(g) respectively. This plot works on the assumption that the Al3+ released is preserved in products and pH, Na+, K+ and dissolved silica controls the relative stability between minerals (Appelo and Postma, 2005). All the
Journal Pre-proof samples indicate that the most likely stable mineral in aquifer is kaolinite. Hydrolysis of some alumino-silicate minerals leads to the abundances of HCO3-, Ca2+ and Mg2+ in groundwater (Dedzo et al., 2017). Silicate minerals via weathering processes can results in the formation of clay mineral kaolinite. Some examples are as follows (eq. 3-6): CaAl2Si2O8 (Anorthite) + 2CO2 + 3H2O = Al2Si2O5(OH)4 + Ca2+ + 2HCO3-
(eq. 3)
2KMg3AlSi3O10(OH)2 (Biotite) + 14CO2 + 15H2O = Al2Si2O5(OH)4 + 2K+ + 6Mg2+ + 4H4SiO4 + 14HCO3-
(eq. 4)
2NaAlSi3O8 (Albite) + 2CO2 + 11H2O = Al2Si2O5(OH)4 (Kaolinite)+ 2Na+ + 4H4SiO4 + 2HCO3-
(eq. 5) +
+
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2K(AlSi3)O8 (K-feldspar) + 2H + 9H2O = Al2Si2O5(OH)4 + 2K + 4H4SiO4
(eq. 6)
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At higher pH, as the ionic radii of OH- ion and F- ion are similar, OH- ion can replace the Fion in the aquifer material with clay minerals and fluoride-bearing minerals such as biotite,
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fluorite and muscovite resulting in release of F- from aquifer material in groundwater (Saxena and Ahmed, 2003; Sreedevi et al., 2006; Thapa et al., 2018b; Su et al., 2019). The possible
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reactions involved in release of F- in groundwater from biotite, fluorite and muscovite are
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represented in eq. (7), eq. (8) and eq. (9) respectively (Xiao et al., 2015): KMg3[Al3Si3O10]F2 + 2OH− = KMg3[AlSi3O10][OH2] + 2F− −
−
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CaF2 + 2OH = Ca(OH)2 + 2F
KAl2[AlSi3O10]F2 + 2OH− = KAl2[AlSi3O10][OH2] + 2F−
(eq. 7) (eq. 8) (eq. 9)
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EC (r=0.2), TDS (r = -0.12) shows very weak correlation with F- (Table 2) and similar observation have reported by several researchers (Perel'man, 1977; He et al., 2013). 3.4. Saturation index (SI)
The presence of F- in groundwater is regulated by several factors such as degree of saturation of fluorite, calcite, HCO3-, Na+ and Ca2+ ions in groundwater (Saxena and Ahmed, 2003; Mamatha and Rao, 2010; Uppin and Karro, 2013; Thapa et al., 2018). The results of Saturation index (SI) calculated using PHREEQC (Parkhurst and Appelo, 1999) indicates that majority of the sample falls under the unsaturated zone of calcite and fluorite (only 9 samples falls in F- saturated zone) which indicates that under the normal field condition more F- can be dissolved in the groundwater (Fig. 5) (Kumar and Kumar, 2015). At higher pH, Ca2+ is removed from groundwater due to CaCO3 precipitation facilitating rapid and higher fluorite dissolution (Alamry, 2009; Rafique et al., 2008). So, the undersaturation of F- in the study area may be attributed to calcite saturation, subsequently increasing F-/Ca2+ ratio and reducing the calcium activity by facilitating further fluorite dissolution (Rafique et al., 2008).
Journal Pre-proof 3.3.3. Nitrate To understand the source of NO3- in groundwater a series of ionic plots has been implemented. The NO3- in water sample show a moderate positive correlation with TDS, Mg2+, Ca2+, Cl-, SO42- and moderate negative correlation with pH (Table 2) reflecting higher NO3- contamination with increased mineralization of water sample (Reddy et al., 2009). Plot of NO3- vs K+ (Fig. 6a) indicates almost all samples falling above 1:1 equiline which indicates fertilizer as one of the main source of NO3- (Dutta et al. 1997; Reddy et al., 2009). The bivariate scatter of NO3- vs SO42- (Fig. 6b) also indicates the contribution from similar sources such as application of NPK fertilizers in agricultural field (Jalali 2009; Srivastava and
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Ramanathan 2018). Suthar et al., (2009) highlighted the correlation between NO3- vs SO42- as an indication of point source contamination such as sewage, fertilizer, animal waster etc.
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Similarly the high coefficient of determination (R² = 0.81) between SO42- and Cl- (Fig. 6c)
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suggests anthropogenic activities such as extensive use of fertilizers, unpaved drainage systems and gaseous particulate deposits from nearby industrial plant as the source of both
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SO42- and Cl- in groundwater (Rajmohan and Eango, 2006).
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3.5. Principle Component Analysis (PCA)
Table 3 represents the result of PCA performed with the 15 geochemical parameters
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measured from 50 groundwater samples in Gharbar and its adjacent villages, Jharkhand. With the implication of PCA, 50 water samples were categorized into three major principal components (PC) (PC1, PC2 and PC3) explaining approximately 72.33% of the total
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variance. The correlation between the principal components and the value physic-chemical variables is established with the help of principal component loading (Praus, 2007; Salifu et al. 2012). The most important process controlling groundwater chemical composition is represented by the first PC with highest eigenvalue and accounting for the maximum variance (Yidana et al., 2010; Salifu et al. 2012). PC1 explaining approximately 40% of variance is mainly influenced by TDS, Mg2+, Ca2+, Cl-, NO3-, PO42- and SO42-. Positive loading of NO3-, PO42- and SO42- indicates that in regions where PC1 is predominant, anthropogenic sources are the major contributor in groundwater chemicals composition. PC2 explains approximately 20% of total variance and indicates major positive loading of pH, EC, Na+ and F- suggesting that F- occurrence is influenced by pH, Eh and Na+ which is further corroborated to pH dependent and silicate weathering. Alkaline aquifer conditions facilitates replacement of Fion with OH- ion in the aquifer material resulting in higher F- in the groundwater (Saxena and Ahmed, 2003; Sreedevi et al., 2006; Thapa et al., 2018). The strong positive factor loading of
Journal Pre-proof Na+ and F- suggests enrichment of F- by minerals releasing Na+ such as weathering of silicate minerals. However, PC2 also indicates that evaporation is not a dominant factor influencing F- concentrations in groundwater as factor loading of Cl- is non-significant (Srinivasamoorthy et al., 2014; Dedzo et al., 2017). PC3 explains 12.24% of total variance with major positive loading HCO3 and negative factor loading of K+.
4. Conclusions The study area, Gharbar, Birsinhpur and Kalipur village is underlain by a gneissic complex of Archean age, which contains mainly hornblende and biotite as fluoride-bearing minerals. The
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analysis of groundwater sample shows that groundwater has high bicarbonate ions and higher
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pH. The order of abundance of anion and cation are HCO3- > Cl- > SO42 -> NO3- > F- > Br- and Ca2+ > Na+ > Mg2+ > K+. The concentration of F- varying from 0.01 to 18.55 mg/L, is much
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higher than the recommended limit of 1.5 mg/L for drinking purpose. Similarly, in 33 samples (74%) HCO3- concentration is beyond the permissible limit of 45 mg/L. F- accretion
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in groundwater from the dissolution of fluoride-bearing minerals is accelerated by the
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alkaline aquifer conditions. The main source of F- in the study area is silicate weathering as highlighted by a series of ionic ratios. Because of the continuous intake of higher concentration of fluoride-bearing water, the local public suffers from the skeletal and dental
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fluorosis. There is no major difference found in F- concentration in groundwater samples taken from wells in the agricultural field and domestic bore wells. This indicates that
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fertilizers did not play a role in the distribution of F- in groundwater. Hence, the major source of F- concentration in water is geogenic. The relationship of NO3- with K+ and SO42- indicates fertilizers, unlined domestic sewage and organic manure as the main source of NO3contamination in the study area. As there is no other source of drinking water in Gharbar and surrounding village, improvement in groundwater quality can be done by identifying bore wells with high F- and NO3- concentration and avoiding consumption of water from those wells. Proper management of drainage system (as the drainage system the study area is open and unlined), judicial use of fertilizers along with the implementation of crop rotation can be an effective tool in combating the existing problem. Awareness is also very necessary regarding the health effects of high F- and NO3- concentration as majority of the population is tribal community population with very low literacy rate. Rainwater harvesting can also be adopted using percolation tanks and recharge pits which may be helpful in diluting the
Journal Pre-proof concentrations of F- and NO3- in the study area. After filtration, the recharge of rainwater through the existing wells can also be planned to improve the groundwater quality. Acknowledgement The authors would like to acknowledge DST, Govt. of India for providing financial support to setup a sophisticated laboratory in the department of Environmental Science under FIST programme.
Conflict of interest
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There is no potential conflict of interest.
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Journal Pre-proof List of Tables: 1. Table 1. Results of physicochemical analysis of water sample 2. Table 2. Pearson correlation matrix among the physicochemical parameters of water samples 3. Table 3. Factor loading of the principal components along with Eigen value, percentage and cumulative percentage variance explained
List of Figures:
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1. Fig. 1 Location map of the study area in the Dhanbad, Jharkhand. 2. Fig. 2 Hydrogeolocial details of the study area
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3. Fig. 3 Piper plot representing the composition of groundwater of the study area 4. Fig. 4 (a) Gibbs diagram (anions) (b) Gibbs diagram (cation) (c) (Ca2++Mg2+) vs total cation
-p
(tz) (d) (Ca2+ + Mg2+) vs (HCO3- + SO42-) (e) Na+ vs Cl- (f) stability and weathering products
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of K2O–H2O–Al2O3–SiO2 system (g) Stability and weathering products of NaO–H2O–Al2O3– SiO2 system (g) [(Na+ + K+) - Cl-] vs [(Ca2+ + Mg2+) - (HCO3- + SO42 -)]
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5. Fig. 5 Saturation Index of fluorite and calcite
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6. Fig. 6 scatter plots (a) NO3- vs K+ (b) NO3- vs SO42- (c) SO42- and Cl-
Journal Pre-proof Table 1. Detail of physicochemical results of water samples.
Gharbar brahmantola
S4
Gharbar well
S5
Gharbar brahmantola
S6
Gharbar brahmantola
S7
Gharbar brahmantola
S8
Gharbar brahmantola
S9
Gharbar brahmantola
S10
Gharbar brahmantola
S11
Gharbar brahmantola
S12
Gharbar bouri tola
S13
Gharbar bouri tola
S14
Gharbar bouri tola
S15
Gharbar bouri tola
S16
Gharbar bouri tola Gharbar bandtand
S18
Gharbar bandtand
S19
Gharbar bandtand
Jo ur
S17
S20
Gharbar bandtand
S21
Gharbar bandtand
S22 S23 S24 S25 S26 S27 S28 S29 S30
Birsingpur school kadadih Birshingpur manjhi tola Birshingpur harimandir Birshingpur bouri tola
Birshingpur manjhidi Birshingpur main di Birshingpur road side Birshingpur rajak tola 1 Birshingpur depth bouring
428. 3 165. 2 341. 9 724. 0 984. 7 1028 .3 813. 1 565. 8 478. 6 453. 7 751. 2 260. 9 368. 3 573. 7 366. 7 718. 0 214. 8 191. 8 272. 9 124. 1 166. 5 299. 3 150. 9 241. 9 126. 6 832. 2 255. 3 159. 7 638. 2 643. 9
K+ 13. 2 11. 7 30. 3 15. 8 13. 8 15. 2 14. 7 14. 2 16. 9 14. 2 14. 6 14. 1 14. 9 15. 3 14. 2 13. 8 13. 3 15. 1 14. 7 12. 8 16. 1 12. 4 13. 6 14. 4 13. 5 14. 5 13. 9 15. 3 15. 1 12. 9
Mg
Ca2
2+
+
7.7 2.8 2.0 7.3 11. 4 12. 8 12. 0 17. 2 8.9
18. 6 13. 2 26. 8 15. 7 21. 6 27. 0 48. 8 74. 5 22. 8 15. 6 19. 5 35. 1 114 .6 158 .6 105 .0 23. 2 68. 7 33. 0 20. 4 29. 2 24. 3 15. 7 32. 7 20. 2 21. 5 18. 2 33. 6 52. 0 16. 5 14. 9
4.5 9.2
10. 9 20. 1 29. 2 23. 0 3.9 11. 4 10. 7 8.9 12. 3 11. 3 4.8 14. 5 8.1 9.0 8.7 11. 7 9.4 5.8 6.1
F4.3 16. 7 18. 5 8.7 5.3 4.1 5.0
Cl305 .3 177 .3 49. 1 135 .8 316 .3 438 .7 202 .3 377 .8 166 .4 116 .3 230 .7 131 .9 405 .3 390 .4 335 .0 251 .3 147 .6 121 .4 90. 8 149 .9 107 .2 111 .2 170 .7 123 .8 88. 0 263 .8 117 .8 86. 5 80. 8 102 .2
of
S3
820. 0 470. 0 400. 0 790. 0 1010 .0 1020 .0 950. 0 930. 0 680. 0 550. 0 870. 0 650. 0 980. 0 1080 .0 900. 0 690. 0 660. 0 620. 0 490. 0 560. 0 610. 0 430. 0 670. 0 540. 0 440. 0 850. 0 680. 0 500. 0 710. 0 400. 0
Na+
ro
Gharbar brahmantola
560 .0 520 .0 460 .0 680 .0 820 .0 830 .0 750 .0 640 .0 570 .0 530 .0 730 .0 500 .0 630 .0 690 .0 640 .0 720 .0 500 .0 480 .0 450 .0 430 .0 490 .0 450 .0 130 .0 480 .0 410 .0 820 .0 550 .0 460 .0 700 .0 710 .0
TDS
-p
S2
EC
re
Gharbar brahmantola
p H 7. 1 8. 6 8. 6 7. 6 7. 1 7. 2 7. 2 6. 9 7. 1 7. 6 7. 2 7. 1 6. 6 6. 7 6. 8 7. 8 7. 0 7. 0 7. 3 6. 8 6. 9 7. 1 6. 9 7. 1 7. 2 6. 8 6. 9 7. 0 7. 1 7. 2
lP
S1
Location
na
Sample No.
0.4 2.4 7.4 6.1 3.0 1.7 1.3 1.8
11. 6 0.9 2.4 3.7 4.2 1.3 4.5 0.4 0.2 1.4 5.3 7.3 1.2 5.3 5.2
HC O312.2 353. 8 97.6 97.6 500. 2 341. 6 317. 2 524. 6 366. 0 439. 2 231. 8 427. 0 378. 2 195. 2 353. 8 219. 6 97.6 329. 4 231. 8 341. 6 353. 8 402. 6 158. 6 317. 2 292. 8 366. 0 463. 6 341. 6 366. 0 463. 6
SO
NO
24
78. 1 53. 4 24. 3 80. 4 111 .9 139 .5 87. 5 127 .8 50. 9 42. 3 85. 7 56. 6 118 .6 201 .9 178 .9 77. 2 65. 1 60. 1 45. 5 48. 8 48. 3 20. 8 64. 6 39. 3 32. 8 63. 4 57. 6 36. 1 39. 7 48. 8
PO
3
39. 1 49. 7 34. 1 78. 1 69. 7 50. 4 43. 5 45. 2 48. 6 43. 7 43. 6 44. 1 121 .4 319 .1 202 .3 45. 2 44. 4 52. 3 44. 7 69. 3 45. 1 45. 1 128 .9 74. 4 42. 6 72. 5 104 .4 57. 4 65. 3 76. 6
24
6.2 6.4 1.3 2.3 6.6 7.3 2.4 6.2 6.7 3.2 4.2 3.3 5.9 4.3 5.8 1.2 3.2 4.2 1.2 2.5 5.7 3.5 3.6 6.2 1.5 5.2 5.7 2.3 3.2 3.2
Journal Pre-proof
S34 S35 S36 S37 S38 S39 S40 S41
Simpathor school Simpathor manjhi than Siompathor anganbari Simpathor kashinath malakar Simpathor subodh malakar Simpathor manjhi kulhi Simpathor road side Simpathor bhola kumar Simpathor hari mandir
S42
Asanbani school
S43
Asanbani road side
S44
Asanbani road side 2
S45
Asanbani village
S46
Kalipur hari mandir
S47
Kalipur upar kulhi
S48
Kalipur majhi kulhi
S50
Mean
Jo ur
S49
Gharbar sanjay sarkar Gharbar tapas mukhargi
Standard deviation Minimum Maximum
K+
654. 9 361. 6 160. 5 191. 1 92.4 204. 1 238. 0 610. 7 241. 2 208. 2 127. 6 457. 2 207. 8 255. 1 228. 6 262. 3 296. 4 666. 5 792. 9 643. 7 404. 8 250. 4
12. 9 19. 7 15. 3 15. 2 12. 8 14. 1 13. 3 13. 2 15. 0 15. 5 14. 7 13. 9 15. 4 14. 4 14. 4 14. 8 12. 9 13. 6 15. 2 12. 6 14. 7
92.4 1028 .3
Mg
Ca2
2+
+
6.2 6.7 14. 1 11. 5 9.0 12. 7 17. 0 6.4 16. 7 12. 8
2.6 11. 7 30. 3
10. 2 18. 8 31. 9 18. 4 29. 4 58. 6 181 .1 19. 1 46. 3 35. 8 37. 1 18. 6 26. 7 21. 9 33. 2 41. 8 31. 7 17. 7 116 .3 19. 9 39. 1 36. 3 10. 2 181 .1
8.6 8.2 8.7 9.3 7.9
14. 3 9.6 9.0 20. 2 3.4 10. 6 5.2 2.0 29. 2
4.0
8.4 82. 9 208 .5 341 .0 159 .9 100 .4 70. 4 46. 7 74. 5 71. 3 191 .9 163 .2 589 .4 63. 6 105 .1 294 .5 142 .0 174 .9 122 .0
HC O3183. 0 268. 4 231. 8 341. 6 268. 4 280. 6 317. 2 292. 8 488. 0 427. 0 317. 2 329. 4 390. 4 292. 8 317. 2 366. 0 353. 8 841. 8 475. 8 134. 2 326. 0 134. 5
0.2 18. 5
8.4 589 .4
12.2 841. 8
F2.2 3.2 0.9 1.0 1.0 1.4 1.3 5.6
Cl156 .5 16. 1 65. 9
of
S33
490. 0 550. 0 670. 0 470. 0 460. 0 720. 0 1020 .0 730. 0 790. 0 660. 0 560. 0 720. 0 600. 0 610. 0 490. 0 750. 0 710. 0 830. 0 850. 0 860. 0 689. 8 182. 5 400. 0 1080 .0
Na+
ro
S32
Birshingpur rajak tola 2
490 .0 500 .0 540 .0 440 .0 420 .0 580 .0 690 .0 700 .0 610 .0 540 .0 480 .0 660 .0 540 .0 550 .0 480 .0 630 .0 620 .0 770 .0 780 .0 765 .0 582 .3 136 .3 130 .0 830 .0
TDS
-p
Birshingpur well
EC
re
S31
p H 7. 5 7. 2 6. 9 7. 1 7. 0 6. 9 6. 6 7. 2 7. 0 7. 3 6. 9 7. 1 7. 0 7. 1 7. 1 6. 9 6. 9 7. 2 7. 3 7. 4 7. 1 0. 4 6. 6 8. 6
lP
Location
na
Sample No.
0.3 0.4 0.3 3.4 0.6 2.3 2.9 1.9 0.5 1.2 2.5
13. 0 3.7
SO
NO
24
50. 0 29. 7 40. 8 13. 3 32. 2 68. 3 109 .8 49. 8 37. 4 32. 9 30. 2 42. 3 38. 8 69. 2 40. 7 174 .0 60. 0 57. 9 118 .8 58. 0 66. 8 41. 5 13. 3 201 .9
PO
3
74. 3 41. 0 63. 2 34. 1 42. 7 122 .2 284 .6 74. 0 117 .2 107 .7 56. 5 93. 2 61. 1 59. 5 57. 1 126 .3 77. 4 90. 5 52. 4 37. 6 77. 5 56. 6 34. 1 319 .1
24
6.1 4.3 3.1 4.2 1.3 5.9 3.2 2.3 4.2 1.3 3.3 3.5 2.1 3.2 2.1 4.5 3.3 4.1 5.1 4.1 3.9 1.7 1.2 7.3
Journal Pre-proof Table 2. Pearson Correlation matrix among the physicochemical parameters of water samples
Tds Na+ K+
Mg2+ Ca2+
Na+
K+
Mg2+
Ph Ec 1.00 0.02 1.00 0.38 0.70 1.00 0.16 0.81 0.57 1.00 0.40 0.10 0.15 0.01 1.00 0.61 0.13 0.61 0.03 0.11 1.00 0.41 0.20 0.56 0.04 0.02 0.80
Ca2
F-
+
1.0 0 0.2 9
0.20 0.12 0.81 0.29 0.34 0.55
Cl-
0.24 0.46 0.69 0.39 0.16 0.54
HCO3-
0.19 0.28 0.11 0.12 0.20 0.16
CO32-
0.12 0.08 0.16 0.24 0.02 0.14
NO3-
0.42 0.14 0.48 0.06 0.10 0.71
0.7 6
SO42-
0.28 0.48 0.76 0.40 0.11 0.71
0.6 5
PO42-
0.17 0.27 0.41 0.29 0.16 0.27
0.1 2
Jo ur
na
lP
re
-p
F-
Values in bold are different from 0 with a significance level alpha=0.05
HC O3-
Cl-
CO
NO
23
SO
3
PO
24
24
of
Ec
TD S
ro
Variabl es Ph
0.5 2 0.0 2 0.0 0
1.0 0 0.0 5 0.2 6 0.0 4 0.2 9 0.1 0 0.0 9
1. 00 0. 02 0. 22
1.0 0 0.3 2
1. 00
0. 43
0.0 5
0. 06
1. 00
0. 90
0.0 2
0. 26
0. 59
1. 00
0. 47
0.1 9
0. 07
0. 11
0. 41
1. 00
Journal Pre-proof Table 3. Factor loading of the principal components along with Eigen value, percentage and cumulative percentage variance explained. Principal Components PC3 -0.327 0.248 0.026 0.220 -0.608 -0.161 -0.404 -0.369 -0.123 0.641 -0.347 -0.216 0.294 1.591
39.778
20.319
12.242
39.778
60.097
72.338
of
PC2 0.602 0.679 0.307 0.808 0.205 -0.375 -0.262 0.743 0.275 -0.035 -0.305 0.205 0.238 2.641
-p
re lP
% of variance explained
PC1 -0.574 0.525 0.862 0.348 -0.255 0.843 0.764 -0.377 0.804 0.207 0.708 0.890 0.467 5.171
ro
Groundwater chemical parameters pH EC TDS Na+ K+ Mg2+ Ca2+ FClHCO3NO32SO42PO42Eigen value
Jo ur
na
Cumulative % of variance explained
Journal Pre-proof Highlights occurrence of high fluoride in drinking water of the study area Maximum mobilization of fluoride associated with Na-HCO3 water type Chemical weathering along with ion-exchange bear the blue print of fluoride release Inverse geochemical modelling indicates under-saturation of fluoride
na
lP
re
-p
ro
of
Alkaline aquifer condition accelerates the F- accumulation in groundwater
Jo ur
Figure 1
Figure 2
Figure 3
Figure 4
Figure 5
Figure 6