In the groundwater aquifer media, enormous amounts of ions can be found naturally in rocks from the Pleistocene and Holocene ages. There are several reports of metals and ionic contamination in the different blocks of the Ballia district. This article focuses on a thorough investigation of the hydrogeochemical properties and the cause of ionic contamination in the Ballia district's groundwater system. This article discusses the interactions between the numerous cations and anions that are hydro-geologically present as well as several physico-chemical factors. The relationship analysis was conducted utilizing irrigation indices and a Stufzand classification, which was further supported by a Durov and Stiff plot. The Durov shows the mineralization of the aquifer by sand and evaporates of geological formation. The Gibbs plot shows that the rock–water interaction, weathering of silicates, evaporates dissolution, carbonate dissolution, and anthropogenic activities. The Stiff shows the highest concentration of Mg-rich minerals and Cl due to the weathering of calcite, amphiboles, and anthropogenic activities also proven by the Irrigation indices and Stufzand classification. The high water quality index (WQI) value was discovered to be mostly due to greater EC, total dissolved solids, hardness, nitrate, sulfate, chloride, and magnesium levels in groundwater.

  • The groundwater samples were collected from 16 blocks of district Ballia district.

  • The physico-chemical studies have been done by ICP MS and ion chromatograph.

  • The study of water samples has ions like Na, Mg, K, Ca, Fe, etc.

  • The hydrochemical characteristics of the water samples were examined with the help of a Durov plot, etc.

  • The class of water samples were determined by the irrigation indices.

The prime source of water for drinking, agriculture, and domestic use is groundwater. Higher chemical ingredient concentrations have a detrimental effect on the environment and general public health (Anderson 2014; Saha et al. 2019).

Groundwater, the purest form of natural water currently available, serves the demands of people living in rural and semi-urban areas. But when human communities and industries grow, it creates bioenvironmental issues that endanger the resources of the land, water, and air (Milovanovic 2007; Das & Nag 2015). Today, groundwater serves as the primary source of water for the domestic, commercial, and agricultural sectors in many countries. Many anthropogenic activities can pollute groundwater, including fertilizer spills, natural erosion, and saltwater intrusion. The current study aims to assess the groundwater's quality and determine its suitability for various uses. The investigation will also show where the groundwater's chemical components come from (Saha et al. 2019).

The kind of bedrock, geology, climate, geography, atmospheric precipitation, soils, the quality of recharged water, as well as agricultural, industrial operations and anthropogenic pollution sources, all have an impact on groundwater quality. In addition, biological activities, weathering, dissolution, precipitation, ion exchange, and other subsurface geochemical phenomena may affect groundwater quality (Todd 1980; Sakram et al. 2013; Ravikumar et al. 2015).

In recent years, several cities in developing countries have witnessed substantial demographic growth as a result of the eviction of rural residents. As a result of urbanization and unregulated population growth, the geography and drainage system of the area have changed, and this has a direct impact on the quality and amount of groundwater (Vasanthavigar et al. 2010; Das & Nag 2015).

Human health and plant growth are negatively impacted by poor water quality (Nag & Ghosh 2013). In recent years, there has been a lot of interest in the role that water quality plays in human health. Around 80% of all infections in developing nations like India in particular are associated with unsanitary conditions and inadequate water quality (Limbachiya et al. 2011; Pazand & Hezarkhani 2013; Vincy et al. 2015). Enough good-quality water must be available for irrigation. An index that takes into account the amount and level of dissolved components in the water could be useful for determining if the water is acceptable for agricultural use (Majdoub et al. 2012; Agoubi et al. 2013). Depending on the types of minerals present and how they affect the soil and plants, groundwater may be suitable for irrigation (Singh et al. 2009; Aziane et al. 2020).

An effective method for determining if groundwater is suitable is hydrochemical analysis. The physical and chemical characteristics are both taken into account. Hydrogen ion concentration (pH), specific electrical conductance (EC), total dissolved solids (TDS), and all main cations and anions are among the chemical factors taken into account (Saha et al. 2019).

As a result of the widespread use of groundwater resources in industry, agriculture, and drinking, the study's objective is to examine the quality of the region's groundwater. For residential and other uses, it is crucial to determine the area's groundwater quality. The purpose of this study is to assess the local groundwater's suitability for irrigation using hydrochemical techniques.

The groundwater of Ballia district is highly contaminated with ions; the majority of the population belongs to farmers and micro-business owners who cannot afford filtered water and are not aware of the contamination of the groundwater. The research article provides information about the quality of water to local authorities to provide qualitative water to communities.

Ballia district situated in the Purvanchal area which is the eastern part of Uttar Pradesh also bound with Mau and Ghazipur districts in the west. The area lies between latitude 25′23; to 26′11′ north and longitude 83′38′ to 84′39′. The district is divided into 06 districts and 17 blocks. Garwar, Rasada, Belhari, Hanumanganj, Bansdih, Reoti, Bairia, Beruabari, Chilkahar, Dubahar, Maniyar, Nagra, Siar, Murlichapra, Nawanagar, and Sohaon were the areas (16 blocks) chosen for sampling. These locations are shown in Figure 1. The Ballia district lies under the Agro climate zone and the sub-tropical zone where the monsoon season is 827.2 mm, post-monsoon is 47 mm, winter is 21.8 mm, summer is 32.2 mm, and average annual rainfall is 928.2 mm. In the southwest monsoon season, relatively maximum humidity is about 70–84% in the Ballia district. In the summer season, in the month of May, the maximum temperature rises to 47 °C and due to the western disturbance cold wave effect in the cold season, the month of January the minimum temperature drops up to 2 °C.
Figure 1

Locations for groundwater sampling are shown on a map.

Figure 1

Locations for groundwater sampling are shown on a map.

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In the northern and southern boundaries of a block of area flowing Ganga and Ghaghara Rivers. The area is divided into two major plains first, older alluvium which is affected by flood, and other newer alluvium which is free from flood.

Growing crops is the prime source of income for the majority of the population so crops are grown throughout the year. The Kharif crop grows from July to October in the monsoon season, the Rabi crop grows from October to March, and the Jayad crop grows from March to June.

About 88% of the study region's total irrigated land is used for agricultural growth. In the research area, tubewells and canals are the primary irrigation methods. The Doharighat Pumping Canal and the Surha Taal Pumping Canal System are two major irrigation canals in the study region, which are largely developed toward the northwest.

From the various blocks of the Ballia District, hand pumps (India Marka-II and Shallow deep) were used to gather a total of 16 groundwater samples. The sample was taken using polyethylene bottles that had been well cleaned and rinsed. Before the collection of the water sample, the hand pump was flushed with 30–35 L of water for fresh and undisturbed water samples. Two sets of water samples were collected from each location. 1% of HNO3 was added to the first set of bottles to preserve the trace metals and stored to refrigerate. The second set of the bottle was prepared without preservatives for cations and anions analysis of the water sample. Within 1 week, all the collected samples were analyzed. The sample's pH values were ascertained using the APHA (American Public Health Association) Electrode method. The APHA 2510B method was used to test resistivity and electrical conductivity. TDS was measured using an electrometric probe, and turbidity was assessed using the APHA 2130B method. Thermo Scientific's ion chromatograph (Model: DIONEX Aquion) using Dionex Ion Pac AS23, was used to analyze the substances chloride, fluoride, and sulfate. Calcium, potassium, magnesium, sodium, and iron were analyzed by Thermo Scientific iCAP RQ, ICP MS APHA 3125 (Verma & Chaurasia 2023). The collected data analysis for Durov, Gibbs, Stiff, and Wilcox plots was prepared using the software Origin (2019b) and for Stiff map Origin (2021).

Physico-chemical parameters

In addition to cations and anions, the groundwater samples also include many additional ions. Table 1 lists these ions' elements along with their maximum, minimum, mean, and coefficient of variation of concentration values. The mean value of pH is 7.293 and ranges from 6.61 to 7.746, which indicates the neutral nature of groundwater pH does not lead to the dissolution of heavy metals in the groundwater of the study area. The conductivity of the study area is found at a higher range of 737–2,752 μS/cm and the mean value is 1,529.938 μS/cm. Although the long-range variance is caused by geochemical processes such as ion exchange, silicate weathering, rock–water interaction, and oxidation process, the higher range of conductivity may induce many gastro-related problems (Ramesh 2008; Annapoorna & Janardhana 2015). The resistivity of the water sample in the study area is short range, mean value of 0.8239 kΏ/cm and ranges from 0.384 to 1.359 kΏ/cm. The second largest range variation found on TDS ranges from 369 to 1,378 ppm and its mean value is 766.125 ppm, although it suggests that groundwater aquifers have a decreasing nature (Islam et al. 2017). The turbidity value of groundwater ranges from 0.33 to 3.42 nephelometric turbidity unit (NTU) and the mean value is 0.9738 NTU. The groundwater of the study area is not very turbid except few stations and may be used for irrigation purposes. The salinity ranges from 0.37 to 2.87 ppm and its mean value is 1.0263 ppm. The range of salinity indicates the saltwater intrusion in the groundwater aquifer and it may be due to salt-rich rock in the aquifer. Mg, Na, K, Ca, and Fe are the sample's principal cations, and HCO3, SO4, NO3, Cl, CO3, and NO3 are its significant anions, in that order chronologically. Na concentration in groundwater ranges from 0 to 57.97 ppm and the mean value is 16.5946 ppm. Excess Na may cause congenial diseases, hypertension, and nervous and kidney disorders although damages the sensitive plant and crop roots (Ramesh & Elango 2011; Annapoorna & Janardhana 2015). A higher value of Na is due to chemical weathering, marine, ores, geological interaction, and overexploitation of groundwater resources (Sidle et al. 2000; Laurent et al. 2010; Yidana & Yidana 2010; Annapoorna & Janardhana 2015). Mg concentration in groundwater ranges from 0 to 64.61 ppm and the mean value is 18.8358 ppm. Mg is the higher value in the group of cations of groundwater of the study area and the major source of Mg in groundwater is due to CaCO3, MgCO3, CaSO4 minerals, agricultural waste, and groundwater–geological interaction (Sidle et al. 2000; Laurent et al. 2010; Nosrati & Van Den Eeckhaut 2012; Annapoorna & Janardhana 2015).

Table 1

Statistics of different groundwater sample parameters

S. No.ParametersMinimum valueMaximum valueMeanStandard deviation (SD)CV (%)
pH 6.61 7.746 7.293 0.2391 3.28 
Conductivity (μS/cm) 737 2752 1529.938 724.4126 63.05 
Resistivity (KΏ/cm) 0.384 1.359 0.8239 0.3135 38.04 
TDS (ppm) 369 1378 766.125 361.9722 47.25 
Turbidity (NTU) 0.33 3.42 0.9738 0.8471 87 
Salinity (ppm) 0.37 2.87 1.0263 0.678 66.07 
Na (ppm) 57.97 19.8594 16.5946 83.56 
Mg (ppm) 64.61 29.5181 18.8358 63.81 
K (ppm) 0.5 11.97 3.7531 3.21 85.53 
10 Ca (ppm) 9.8 3.1056 3.8571 123.36 
11 Fe (ppm) 0.06 0.0175 0.0173 98.97 
12 Hardness 164 691 393.125 183.6133 46.05 
13 F (ppm) 2.6429 1.5869 0.5635 35.51 
14 Cl (ppm) 13.98 298.03 117.6638 103.7894 88.21 
15 NO2 (ppm) 4.8124 1.6599 1.8137 109.26 
16 NO3 (ppm) 0.32 342.96 124.4433 132.6783 106.61 
17 SO4 (ppm) 6.26 418.52 135.6921 145.7463 104.7 
18 Br (ppm) 2.7986 0.8407 1.109 131.92 
19 HCO3 (ppm) 131 290 203.25 48.564 23.89 
20 CO3 (ppm) 18.9 4.91875 6.3537 129.17 
S. No.ParametersMinimum valueMaximum valueMeanStandard deviation (SD)CV (%)
pH 6.61 7.746 7.293 0.2391 3.28 
Conductivity (μS/cm) 737 2752 1529.938 724.4126 63.05 
Resistivity (KΏ/cm) 0.384 1.359 0.8239 0.3135 38.04 
TDS (ppm) 369 1378 766.125 361.9722 47.25 
Turbidity (NTU) 0.33 3.42 0.9738 0.8471 87 
Salinity (ppm) 0.37 2.87 1.0263 0.678 66.07 
Na (ppm) 57.97 19.8594 16.5946 83.56 
Mg (ppm) 64.61 29.5181 18.8358 63.81 
K (ppm) 0.5 11.97 3.7531 3.21 85.53 
10 Ca (ppm) 9.8 3.1056 3.8571 123.36 
11 Fe (ppm) 0.06 0.0175 0.0173 98.97 
12 Hardness 164 691 393.125 183.6133 46.05 
13 F (ppm) 2.6429 1.5869 0.5635 35.51 
14 Cl (ppm) 13.98 298.03 117.6638 103.7894 88.21 
15 NO2 (ppm) 4.8124 1.6599 1.8137 109.26 
16 NO3 (ppm) 0.32 342.96 124.4433 132.6783 106.61 
17 SO4 (ppm) 6.26 418.52 135.6921 145.7463 104.7 
18 Br (ppm) 2.7986 0.8407 1.109 131.92 
19 HCO3 (ppm) 131 290 203.25 48.564 23.89 
20 CO3 (ppm) 18.9 4.91875 6.3537 129.17 

The concentration of K ranges from 0.5 to 11.97 ppm and mean value of 3.7531. The major source of K in groundwater is due to rock minerals, atmospheric deposition, bacterial oxidation, and fertilizer (Sidle et al. 2000; Otero et al. 2007; Man et al. 2014). Ca concentration in the study area ranges from 0 to 9.8 ppm and the mean value is 3.1056 ppm. The main source of Ca is derived from the same source of as that for Mg. The concentration of Fe ranges from 0 to 0.06 ppm a mean value of 0.0175 ppm. The main source of Fe is magmatic rock, hematite, magnetite, ores, and anthropogenic source (Lasaga 1984; Yang 1998; Sidle et al. 2000; Otero et al. 2007). Hardness value ranges from 164 to 691 ppm and the mean value is 393.125 ppm. Hardness in groundwater is due to the presence of Ca and Mg ions. The concentration of F in a groundwater sample ranges from 0 to 2.6429 ppm, with a mean value of 1.5869 ppm at some sites, this amount exceeds the allowable limit. The main sources of F are weathered rock, fluoride-rich rock, irrigation processes, logged groundwater, minerals, and ores (Lasaga 1984; Datta et al. 1996; Yang 1998; Srinivasamoorthy et al. 2008). The concentration of Cl ranges from 13.98 to 298.03 ppm and the mean value is 117.6638 ppm. The higher level of Cl causes odor and, salty taste and may raise high blood pressure and heart problems. The higher value of Cl is due to the leaching of soil, and domestic waste (Srinivasamoorthy et al. 2008; Annapoorna & Janardhana 2015).

The concentration level of NO2 ranges from 0 to 4.8124 ppm to a mean value of 1.6599 ppm. The concentration of NO3 ranges from 0.32 to 342.96 ppm and the mean value is 124.4433 ppm. The main source of NO3 is natural and anthropogenic activity, decomposition of organic matter, and fertilizer (Karnath 1987; Annapoorna & Janardhana 2015; Verma & Chaurasia 2023). The concentration of SO4 ranges from 6.26 to 418.52 ppm and the mean value is 135.6921 ppm. The SO4 in groundwater is due to sedimentary rocks, anthropogenic activity, agricultural waste, and ores (Kim et al. 2005; Laurent et al. 2010; Nosrati & Van Den Eeckhaut 2012; Verma & Chaurasia 2023).

The concentration of Br ranges from 0 to 2.7986 ppm and the mean value is 0.8407 ppm. HCO3 is the dominant anion and its concentration ranges from 131 to 290 ppm with a mean value of 203.25 ppm. The main source of HCO3 is due to rocks, groundwater-geological interaction, minerals, and agricultural waste (Sidle et al. 2000; Laurent et al. 2010; Nosrati & Van Den Eeckhaut 2012; García & Borgnino 2015). The concentration of CO3 ranges from 0 to 18.9 ppm and the mean value is 4.9187 ppm. The main source of CO3 is due to rocks and marine sources (Lasaga 1984; Yang 1998; Man et al. 2014; Rusydi et al. 2021; Verma & Chaurasia 2023).

Characteristics of groundwater (water quality index)

The water quality index (WQI) is a measure used to assess the overall quality of water. It helps in evaluating the suitability of water for different purposes (Shankar & Sanjeev 2008). According to WQI, (Table 2), the groundwater quality of the Hanumanganj, Bansdih, Beruarwari, Maniyar, and Murlichhapra blocks of the Ballia district is ‘unsuitable for drinking’. The groundwater quality of Dubahar, Rasada, Chilkahar, Siar, and Sohaon blocks is ‘poor’, Belhari, Garwar, Bairia, Nagra and Navanagar block is ‘good’ and only Revati blocks show ‘excellent’.

Table 2

Details for WQI of groundwater sample parameters of Ballia district

Sr. No.BlockWQICategory of groundwater
BELHARI 32.416 Good 
GARWAR 49.035 Good 
HANUMANGANJ 106.96 Unsuitable for drinking 
REVATI 5.4507 Excellent 
DUBAHAR 67.613 Poor 
RASADA 61.521 Poor 
BAIRIA 32.566 Good 
BANSDIH 116.17 Unsuitable for drinking 
BERUARWARI 109 Unsuitable for drinking 
10 CHILKAHAR 57.783 Poor 
11 MANIYAR 109.08 Unsuitable for drinking 
12 MURLICHHAPRA 108.42 Unsuitable for drinking 
13 NAGRA 32.402 Good 
14 NAVANAGAR 45.451 Good 
15 SIAR 52.589 Poor 
16 SOHAON 68.691 Poor 
Sr. No.BlockWQICategory of groundwater
BELHARI 32.416 Good 
GARWAR 49.035 Good 
HANUMANGANJ 106.96 Unsuitable for drinking 
REVATI 5.4507 Excellent 
DUBAHAR 67.613 Poor 
RASADA 61.521 Poor 
BAIRIA 32.566 Good 
BANSDIH 116.17 Unsuitable for drinking 
BERUARWARI 109 Unsuitable for drinking 
10 CHILKAHAR 57.783 Poor 
11 MANIYAR 109.08 Unsuitable for drinking 
12 MURLICHHAPRA 108.42 Unsuitable for drinking 
13 NAGRA 32.402 Good 
14 NAVANAGAR 45.451 Good 
15 SIAR 52.589 Poor 
16 SOHAON 68.691 Poor 

Hydrochemical classification

According to Stufzand's classification, the water of Revati and Dubahar are classified with code ‘a’ which has values of Cl 0.3944 and 0.7845 meq/L having type oligohaline. Five other samples of Beruawari (4.90 meq/L), MurliChhapra (6.88 meq/L), Sohaon (8.10 meq/L), Hanumanganj (8.41 meq/L), Bansdih (8.31 meq/L) found in fresh brackish with code ‘b’ most of the groundwater samples of (nine blocks) fall in the freshwater category with code ‘B’ (Table 3). Based on the classification the dominating elements are Cl, Na, and HCO3 of water subtype.

Table 3

Stufzand classification of groundwater samples

Main typeClassification levelsCodeNumber of samples
Type Cl (meq/L)   
Very oligohaline <0.141  
Oligolhaline 0.141–0.846 2 (Revati, Dubahar) 
Fresh 0.846–4.231 9 (Belhari, Garwar, Rasada, Bairia, Chilkahar, Maniyar, Nagra, Navanagar, Siar) 
Fresh brackish 4.231–8.462 5 (Hanumanganj, Bansdih, Beruawari, Murli Chhapra, Sohaon) 
Brackish 8.462–28.206 – 
Brackish-salt 28.206–282.064 – 
Salt 282.64–564.127 – 
Hyperhaline > 564.127 – 
 HCO3 (meq/L)   
Very low < 0.5 – 
Low 0.5–1 – 
Moderately low 1–2 – 
Moderate 2–4 12 (Belhari, Garwar, Revati, Dubahar, Rasada, Bairia, Bansdih, Chilkahar, Murlichhapra, Nagra, Navanagar, Siar) 
Moderately high 4–8 4 (Hanumanganj, Beruarwari, Maniyar, Sohaon) 
High 8–16 – 
Very high 16–32 – 
Extremely high 32–64 – 
 >64 – 
 (Na + K + Mg)(meq/L)  – 
Deficit of (Na + K + Mg) <− √1/2 Cl – – 
Equilibrium of (Na + K + Mg) ≥− √1/2 Cl et ≤ 1/2 Cl 2 (Bansdih and Sohaon) 
Surplus of (Na + K + Mg) >1/2Cl 14 (Belhari, Garwar, Revati, Dubahar, Rasada, Bairia, Chilkahar, Hanumanganj, Beruarwari, Maniyar Murlichhapra, Nagra, Navanagar, Siar 
Main typeClassification levelsCodeNumber of samples
Type Cl (meq/L)   
Very oligohaline <0.141  
Oligolhaline 0.141–0.846 2 (Revati, Dubahar) 
Fresh 0.846–4.231 9 (Belhari, Garwar, Rasada, Bairia, Chilkahar, Maniyar, Nagra, Navanagar, Siar) 
Fresh brackish 4.231–8.462 5 (Hanumanganj, Bansdih, Beruawari, Murli Chhapra, Sohaon) 
Brackish 8.462–28.206 – 
Brackish-salt 28.206–282.064 – 
Salt 282.64–564.127 – 
Hyperhaline > 564.127 – 
 HCO3 (meq/L)   
Very low < 0.5 – 
Low 0.5–1 – 
Moderately low 1–2 – 
Moderate 2–4 12 (Belhari, Garwar, Revati, Dubahar, Rasada, Bairia, Bansdih, Chilkahar, Murlichhapra, Nagra, Navanagar, Siar) 
Moderately high 4–8 4 (Hanumanganj, Beruarwari, Maniyar, Sohaon) 
High 8–16 – 
Very high 16–32 – 
Extremely high 32–64 – 
 >64 – 
 (Na + K + Mg)(meq/L)  – 
Deficit of (Na + K + Mg) <− √1/2 Cl – – 
Equilibrium of (Na + K + Mg) ≥− √1/2 Cl et ≤ 1/2 Cl 2 (Bansdih and Sohaon) 
Surplus of (Na + K + Mg) >1/2Cl 14 (Belhari, Garwar, Revati, Dubahar, Rasada, Bairia, Chilkahar, Hanumanganj, Beruarwari, Maniyar Murlichhapra, Nagra, Navanagar, Siar 

The classification levels according to the concentration of HCO3 (meq/L), Sohaon (4.14 meq/L), Maniyar (4.52 meq/L), Beruawari (4.75 meq/L), and Hanumanganj (4.19 meq/L) moderately high are classified with code ‘5’ whereas 12 samples having values between 2.4 meq/L are classified with code ‘4’ which showing the alkalinity of water having moderate type. Based on the analysis, the result of the classification level of HCO3 of a water sample is classified with code ‘5 to 4’ which shows moderately high to moderate type water.

The classes of most of the samples are found in the category of surplus of (Na + K + Mg). Only two samples Bansdih and Sohaon have the equilibrium of (Na + K + Mg) with code ‘0’.

Hydrochemical facies of water

The illustration of hydrochemical processes was achieved by the Durov plot (Lloyd & Heathcoat 1985). Based on Durov's plot, the analysis of the water sample of the studied area is mainly plotted into the field ‘5’ and ‘8’ (Figure 2). It resulted that about 31.25% of the sample lies in the field ‘5’ and the rest of the sample which is about 56.25% lies in the field ‘8’. The samples found in the field ‘5’ indicate that there is no dominance of major cation or anion shown here. Some samples depict the Na and Cl as the domination of anion and cation in the field ‘8’ that results in the groundwater sample related to reverse ion exchange of Na–Cl water. The overall sample of the study area lies on two fields that reflect the mineralization of the aquifer and are represented by sand and evaporates (Mio-Pliocene) of geological formation (Kechiched et al. 2020).
Figure 2

Durov plot showing groundwater quality of Ballia district.

Figure 2

Durov plot showing groundwater quality of Ballia district.

Close modal
A Gibbs plot illustrates the information related to the water chemistry based on geochemical data of groundwater such as atmospheric precipitation, rock–water interaction, evaporation, and fractional crystallization dominance (Ates et al. 2021; Saikrishna et al. 2023) (Figure 3). The history of groundwater chemistry is shown in Figure 3 to be mostly influenced by natural processes such as rock weathering and evaporation, although this does not mean that human interference in groundwater formation mechanisms is completely absent. Direct impacts and indirect impacts are the two types of effects that human activity has on the chemical compositions of groundwater (Li 2014; Li et al. 2016). The direct effects of human activity are those that directly change the chemical composition of groundwater. Instead, indirect impacts can indirectly affect groundwater chemical compositions by changing hydrodynamic conditions, which could accelerate water–rock interaction processes and alter the intensity of groundwater evaporation (Li 2014; Li et al. 2016). For instance, sewage infiltration is thought to have a direct impact on groundwater because it can cause a rise in Cl and SO4. The reduction in groundwater level caused by groundwater abstraction may change the hydraulic interactions between nearby aquifers and/or the strength of water–rock interactions within the aquifers, which would force changes in the chemical compositions of the groundwater (Li et al. 2016).
Figure 3

Gibbs diagram displaying the Ballia district's groundwater quality.

Figure 3

Gibbs diagram displaying the Ballia district's groundwater quality.

Close modal

A Gibbs plot showing the leading intervention developed from rock–water interaction and partial intervention from evaporation. Rock–water interaction and evaporation indicate the weathering of silicates, evaporate dissolution, carbonate dissolution, anthropogenic activities, etc., shown in other studies (Islam et al. 2017; Wang et al. 2023).

Using a stiff diagram, a hydrogeochemical property of groundwater is examined. The dominance of cations and anions in various regions is also analyzed using stiff diagrams (Figure 4). Stiff diagrams of common cations and anions with concentrations displayed as electrical equivalents also display sample-level composition. This research shows that among the cations, Mg is present in the highest concentration, followed by (Na + K), whereas, the concentration of the anions (HCO3 + CO3), Cl, and SO4 varied throughout the research region, (HCO3 + CO3) and Cl concentrations were higher in some areas (Table 4). The highest concentration of Mg may be due to the weathering of Mg-rich minerals like micas amphiboles or charnockites. High (HCO3 + CO3) concentration may be due to the weathering of calcite rocks (Sarma & Rao 1997; Manikandan et al. 2014), also high concentration of Cl due to anthropogenic activity and SO4 due to the presence of naturally abundant sedimentary sulfur minerals or evaporates rocks (Gourcy et al. 2009)
Table 4

Details of Stiff diagram showing higher concentration of ions and their possible sources of origin on different sampling stations

Block nameMajor cationsExampleMajor anionsExampleSources/OriginReferences
BELHARI, GARWAR, DUBAHAR, RASADA, BAIRIA, NAGRA Mg Micas or ambhiboles, charnockites, dolomite HCO3 + CO3 Alkali felspars, limestone, sandstone Weathering of rocks, minerals, groundwater-geological interaction, marine, ores Lasaga (1984), Sidle et al. (2000), Laurent et al. (2010), Manikandan et al. (2014), Rekha et al. (2013)  
HANUMANGANJ, CHILKAHAR, MURLICHHAPRA, SIAR, SOHAON Mg Micas or ambhiboles, charnockites, dolomite Cl Rock salt, seawater intrusion Leaching of soil, domestic waste Srinivasamoorthy et al. (2008), Annapoorna & Janardhana (2015), Islam et al. (2017)  
REVATI Na + K Plutonic rocks, mica, apatite, felspar HCO3 + CO3 Alkali felspars, limestone, sandstone Weathering of rocks, minerals, groundwater-geological interaction, marine, ores Lasaga (1984), Sidle et al. (2000), Laurent et al. (2010), Manikandan et al. (2014), Rekha et al. (2013)  
BANSDIH Na + K Plutonic rocks, mica, apatite, felspar Cl Rock salt, seawater intrusion Leaching of soil, domestic waste Srinivasamoorthy et al. (2008), Annapoorna & Janardhana (2015), Islam et al. (2017)  
BERUARWARI, MANIYAR, NAVANAGAR Mg Micas or ambhiboles, charnockites, dolomite SO4 Sedimentary rocks (gypsum) domestic sewage, fertilizer Atmospheric deposition, bacterial oxidation, Evaporite dissolution, anthropogenic activity Manikandan et al. (2014), Rekha et al. (2013)  
Block nameMajor cationsExampleMajor anionsExampleSources/OriginReferences
BELHARI, GARWAR, DUBAHAR, RASADA, BAIRIA, NAGRA Mg Micas or ambhiboles, charnockites, dolomite HCO3 + CO3 Alkali felspars, limestone, sandstone Weathering of rocks, minerals, groundwater-geological interaction, marine, ores Lasaga (1984), Sidle et al. (2000), Laurent et al. (2010), Manikandan et al. (2014), Rekha et al. (2013)  
HANUMANGANJ, CHILKAHAR, MURLICHHAPRA, SIAR, SOHAON Mg Micas or ambhiboles, charnockites, dolomite Cl Rock salt, seawater intrusion Leaching of soil, domestic waste Srinivasamoorthy et al. (2008), Annapoorna & Janardhana (2015), Islam et al. (2017)  
REVATI Na + K Plutonic rocks, mica, apatite, felspar HCO3 + CO3 Alkali felspars, limestone, sandstone Weathering of rocks, minerals, groundwater-geological interaction, marine, ores Lasaga (1984), Sidle et al. (2000), Laurent et al. (2010), Manikandan et al. (2014), Rekha et al. (2013)  
BANSDIH Na + K Plutonic rocks, mica, apatite, felspar Cl Rock salt, seawater intrusion Leaching of soil, domestic waste Srinivasamoorthy et al. (2008), Annapoorna & Janardhana (2015), Islam et al. (2017)  
BERUARWARI, MANIYAR, NAVANAGAR Mg Micas or ambhiboles, charnockites, dolomite SO4 Sedimentary rocks (gypsum) domestic sewage, fertilizer Atmospheric deposition, bacterial oxidation, Evaporite dissolution, anthropogenic activity Manikandan et al. (2014), Rekha et al. (2013)  
Figure 4

Stiff map plot displaying the Ballia district's groundwater quality.

Figure 4

Stiff map plot displaying the Ballia district's groundwater quality.

Close modal

Groundwater suitability for irrigation (irrigation indices)

The percentage of sodium affects the osmotic activity of plants which in turn obstructs the water reaching the various parts of the plants. The high sodium percentage could be the result of ion exchange and lithological weathering of the study area. According to Table 5, we can easily see that most of the samples have a percentage of sodium under the hazardous level. Table 6 illustrates that all the samples are found excellent, good and permissible ranges of sodium percentage and 2 samples (Bansdih and Revati) are unsuitable but the 10 samples (Belhari, Bairia, Beruarwari, Chilkahar, Garwar, Nagra, Navanagar, Rasada, Revati, and Siar) lies within the range of good to permissible (Wilcox). The Na% value ranges from 0 to 98.4848% (Figure 5) and two samples fall in the excellent class, two samples fall in the good class, and 10 samples lie in the permissible class (Table 6).
Table 5

Descriptive statistics for water quality parameters of groundwater samples

BlockSARRSCPIKINa%ECNO3
BELHARI 7.241491 2.04307 93.59468 1.282132 57.16971 1218 2.11 
GARWAR 1.33274 57.57143 4.185111 1129 38.3 
HANUMANGANJ −0.56035 28.13779 0.85266 2640 338.24 
REVATI 5.345601 2.284447 138.184 1.954545 83.75326 749 0.32 
DUBAHAR 2.518041 1.193687 72.5831 0.380128 34.70238 737 2.36 
RASADA 8.246223 −0.70184 59.21133 0.801322 45.21469 1220 63.92 
BAIRIA 6.678801 0.953337 78.05983 0.988179 51.20701 1163 2.2022 
BANSDIH 4.141931 323.7283 98.48485 2500 342.96 
BERUARWARI 5.613277 2.621603 83.75345 0.779923 52.5641 1678 282.96 
CHILKAHAR 7.330814 −0.86523 58.16681 0.72058 43.30631 1051 83.22 
MANIYAR 6.343225 0.2535 61.10612 0.622663 42.78942 2304 314.66 
MURLICHHAPRA 9.640934 −1.81663 57.45613 0.801687 45.94857 2752 253.96 
NAGRA 5.9524 1.116688 70.88638 0.745917 44.62609 1158 14.82 
NAVANAGAR 2.928573 0.079 59.65481 0.36403 34.29442 874 45.83 
SIAR 2.935191 0.75772 79.76928 0.496848 41.2062 936 89.25 
SOHAON 5.573933 1.743535 64.57278 0.629431 40.39222 2370 115.98 
BlockSARRSCPIKINa%ECNO3
BELHARI 7.241491 2.04307 93.59468 1.282132 57.16971 1218 2.11 
GARWAR 1.33274 57.57143 4.185111 1129 38.3 
HANUMANGANJ −0.56035 28.13779 0.85266 2640 338.24 
REVATI 5.345601 2.284447 138.184 1.954545 83.75326 749 0.32 
DUBAHAR 2.518041 1.193687 72.5831 0.380128 34.70238 737 2.36 
RASADA 8.246223 −0.70184 59.21133 0.801322 45.21469 1220 63.92 
BAIRIA 6.678801 0.953337 78.05983 0.988179 51.20701 1163 2.2022 
BANSDIH 4.141931 323.7283 98.48485 2500 342.96 
BERUARWARI 5.613277 2.621603 83.75345 0.779923 52.5641 1678 282.96 
CHILKAHAR 7.330814 −0.86523 58.16681 0.72058 43.30631 1051 83.22 
MANIYAR 6.343225 0.2535 61.10612 0.622663 42.78942 2304 314.66 
MURLICHHAPRA 9.640934 −1.81663 57.45613 0.801687 45.94857 2752 253.96 
NAGRA 5.9524 1.116688 70.88638 0.745917 44.62609 1158 14.82 
NAVANAGAR 2.928573 0.079 59.65481 0.36403 34.29442 874 45.83 
SIAR 2.935191 0.75772 79.76928 0.496848 41.2062 936 89.25 
SOHAON 5.573933 1.743535 64.57278 0.629431 40.39222 2370 115.98 
Table 6

Statistical results of SAR, RSC, KI, PI, NA% and EC of groundwater samples

ParametersRangeWater classSamplesReference
SAR (sodium absorption ratio) <10 Excellent 16 (Bansdih, Belhari, Bairia, Beruabari, Chilkahar, Dubahar, Garwar, Hanumanganj, Maniyar, Murlichapra, Nagra, Nawanagar, Rasada, Revati, Siar, and Sohaon) Richards (1954)  
 10–18 Good 
 18–26 Doubtful 
 >26 Unsuitable 
RSC (residual sodium carbonate) <1.25 Good 10 (Bairia, Chilakahar, Dubahar, Hanumanganj, Maniyar, Murlichhapra, Nagra, Navanagar, Rasada, and Siar) Eaton (1950)  
 1.25–2.50 Doubtful 4 (Belhari, Garwar, Revati, and Sohaon) 
 >2.50 Unsuitable 2 (Bansdih and Beruarwari) 
PI (Permeability Index) >75 Excellent 6 (Bairia, Bansdih, Beruarwari, Belhari, Revati, and Siar) Doneen (1964)  
 25–75 Good 10 (Chilkahar, Dubahar, Garwar, Hanumanganj, Maniyar, Murlichhapra, Nagra, Navanagar, Rasada, and Sohaon) 
 <25 Unsuitable 
KI (Kelley's ratio) <1 Safe 14 (Bansdih, Bairia, Beruabari, Chilkahar, Dubahar, Garwar, Rasada, Hanumanganj, Maniyar, Nagra, Siar, Murlichapra, Nawanagar, and Sohaon) Kelly (1940)  
 >1 Unsafe 2 (Belhari and Revati) 
Na% <20 Excellent 2 (Garwar and Hanumanganj)   
 20–40 Good 2 (Dubahar and Navanagar) 
 40–60 Permissible 10 (Belhari, Bairia, Beruabari, Chilkahar, Maniyar, Murlichapra, Nagra, Rasada, Siar, and Sohaon) 
 60–80 Doubtful 
 >80 Unsuitable 2 (Bansdih and Revati) 
EC (electrical conductivity) <250 Excellent Wilcox (1948)  
 250–750 Good 2 (Dubahar and Revati) 
 750–2,000 Permissible 9 (Belhari, Bairia, Beruabari, Chilkahar, Garwar, Nagra, Nawanagar, Rasada, and Siar,) 
 2,000–3,000 Doubtful 5 (Bansdih, Hanumanganj, Maniyar, Murlichhapra, and Sohaon) 
 >3,000 Unsuitable 
ParametersRangeWater classSamplesReference
SAR (sodium absorption ratio) <10 Excellent 16 (Bansdih, Belhari, Bairia, Beruabari, Chilkahar, Dubahar, Garwar, Hanumanganj, Maniyar, Murlichapra, Nagra, Nawanagar, Rasada, Revati, Siar, and Sohaon) Richards (1954)  
 10–18 Good 
 18–26 Doubtful 
 >26 Unsuitable 
RSC (residual sodium carbonate) <1.25 Good 10 (Bairia, Chilakahar, Dubahar, Hanumanganj, Maniyar, Murlichhapra, Nagra, Navanagar, Rasada, and Siar) Eaton (1950)  
 1.25–2.50 Doubtful 4 (Belhari, Garwar, Revati, and Sohaon) 
 >2.50 Unsuitable 2 (Bansdih and Beruarwari) 
PI (Permeability Index) >75 Excellent 6 (Bairia, Bansdih, Beruarwari, Belhari, Revati, and Siar) Doneen (1964)  
 25–75 Good 10 (Chilkahar, Dubahar, Garwar, Hanumanganj, Maniyar, Murlichhapra, Nagra, Navanagar, Rasada, and Sohaon) 
 <25 Unsuitable 
KI (Kelley's ratio) <1 Safe 14 (Bansdih, Bairia, Beruabari, Chilkahar, Dubahar, Garwar, Rasada, Hanumanganj, Maniyar, Nagra, Siar, Murlichapra, Nawanagar, and Sohaon) Kelly (1940)  
 >1 Unsafe 2 (Belhari and Revati) 
Na% <20 Excellent 2 (Garwar and Hanumanganj)   
 20–40 Good 2 (Dubahar and Navanagar) 
 40–60 Permissible 10 (Belhari, Bairia, Beruabari, Chilkahar, Maniyar, Murlichapra, Nagra, Rasada, Siar, and Sohaon) 
 60–80 Doubtful 
 >80 Unsuitable 2 (Bansdih and Revati) 
EC (electrical conductivity) <250 Excellent Wilcox (1948)  
 250–750 Good 2 (Dubahar and Revati) 
 750–2,000 Permissible 9 (Belhari, Bairia, Beruabari, Chilkahar, Garwar, Nagra, Nawanagar, Rasada, and Siar,) 
 2,000–3,000 Doubtful 5 (Bansdih, Hanumanganj, Maniyar, Murlichhapra, and Sohaon) 
 >3,000 Unsuitable 
Figure 5

Histogram diagram showing the relationship between Na% and selected blocks of Ballia.

Figure 5

Histogram diagram showing the relationship between Na% and selected blocks of Ballia.

Close modal
The sodium adsorption ratio (SAR) value is calculated to represent the content of sodium in support of the above statements and the alkali hazard. The SAR values range from 0 to 9.6409 meq/L (Table 5) and all the tested 16 samples fall in water class excellent, thus indicating minimum sodium accumulation risk and fit for irrigation purposes (Figure 6, Table 6). No sample falls under the SAR hazards category and is suitable for irrigation (Richards 1954). According to Randev 2017, the water from 16 areas can be used for irrigation for almost all types of soils (Randev 2017).
Figure 6

Histogram diagram showing the relationship between SAR and selected blocks of Ballia.

Figure 6

Histogram diagram showing the relationship between SAR and selected blocks of Ballia.

Close modal
The electrical conductivity ranges the value between 737 and 2,752 μS/cm (Figure 7). According to this, two of the samples Revati (749 μS/cm) and Dubahar (737 μS/cm) are found ‘good’ water class, whereas nine samples are in the permissible water range only five samples of Hanumanganj (2,640 μS/cm), Bansdih (2,500 μS/cm), Maniyar (2,304 μS/cm), and Murlichhapra (2,752 μS/cm) are found in doubtful water ranges (Table 6).
Figure 7

Histogram diagram showing the relationship between EC and selected blocks of Ballia.

Figure 7

Histogram diagram showing the relationship between EC and selected blocks of Ballia.

Close modal
According to the Wilcox diagram, plotted between EC and %Na, 2 samples were found in an excellent to good range, only 1 sample was found in permissible to doubtful, and 10 samples were found good to permissible range for irrigation. The rest of the samples are found in doubtful to unsuitable regions. None of the samples are found unsuitable according to the Wilcox diagram (Figure 8).
Figure 8

Wilcox diagram displaying the Ballia district's groundwater quality.

Figure 8

Wilcox diagram displaying the Ballia district's groundwater quality.

Close modal
The residual sodium carbonate values are used to differentiate between different water classes for irrigation purposes which in turn are relatable to agricultural productivity. The results of RSC (Figure 9) indicate that 10 samples fall in good water quality having a value of less than 1.25. Four samples are found in the doubtful category, whereas two samples of Bansdih and Beruawari have values of 4.14193 and 2.6216 falling in the unsuitable category for irrigation (Table 6). Four samples (Hanumanganj, Rasada, Chilkahar, and Murlichhapra) have negative values of RSC which revealed that no sodium formation in the soil and these are of rich calcium and magnesium carbonate contents. A high value of RSC indicates a good formation of sodium in soil (Nag & Das 2017; Dimple et al. 2023).
Figure 9

Histogram diagram showing the relationship between RSC and selected blocks of Ballia.

Figure 9

Histogram diagram showing the relationship between RSC and selected blocks of Ballia.

Close modal
The Permeability Index is based on the solubility of salts of bicarbonate, sodium, magnesium, and calcium. The PI values of the testing samples range from 28.1377 to 323.7283 meq/L (Figure 10) in which five samples belong to the excellent class and are found fit for irrigation uses whereas 11 samples belong to the good class (Table 6). Maximum PI is found in Bansdih having negligible values of Na, Mg, and Ca content which indicates its high suitability for irrigation.
Figure 10

Histogram diagram showing the relationship between PI and selected blocks of Ballia.

Figure 10

Histogram diagram showing the relationship between PI and selected blocks of Ballia.

Close modal
Over salinity is indicated by Kelly's ratio/index greater than one, Kelly's index less than one indicates that the water is acceptable for irrigation, while a ratio more than one indicates that unsuitable for irrigation. The Kelly Index (KI) value ranges from 0 to 1.9594 meq/L (Figure 11) and KI classification reveals that the 14 samples are safe for irrigation purposes and only two samples are found unsafe (Table 6). The higher value of KI indicates a high percentage of sodium which can be a result of the lithological weathering of feldspar ore (Islam et al. 2017).
Figure 11

Histogram diagram showing the relationship between KI and selected blocks of Ballia.

Figure 11

Histogram diagram showing the relationship between KI and selected blocks of Ballia.

Close modal
According to Nazzal et al. (2014), nitrate contamination in soil is directly related to the depth of the ground. This nitrate content is a good indication of the suitability of water for irrigation (Trojan et al. 2003; White et al. 2013). From Figure 12, the highest concentration of nitrate is found in Bansdih (342.96 mg/L) whereas its lowest value is 0.32 mg/L which is of the Revati area. The high nitrate content with chloride and sulfate could be originated by the use of fertilizers and sewage pollution (Gold et al. 1990).
Figure 12

Histogram diagram showing the relationship between NO3 and selected blocks of Ballia.

Figure 12

Histogram diagram showing the relationship between NO3 and selected blocks of Ballia.

Close modal

According to the analysis of the Durov, Gibbs, and Stiff plots, the quality of the groundwater sample is found calcareous. This study reveals that the mineralization of the aquifer, weathering of silicates, evaporate dissolution, carbonate dissolution, anthropogenic activities, etc. A study of the Durov plot shows that different ions in groundwater media have a geogenic origin in which sodium and chloride ions are found abundantly. The study of the Gibbs diagram shows that a high value of the concentration of ions in water leads to higher values of EC, TDS, hardness, etc. The results from the Gibbs diagram open a path for the Stiff plot's study which demonstrates the consensus between the findings of the Gibbs and Stiff plots eventually. Further statistical results like SAR, RSC, KI, PI, Na%, and EC reveal the moderately safe and comparatively good quality of water which illustrates that the groundwater of the study area could be found fair for irrigation purposes with minor precautions. In addition, the WQI results also reveal that the prominent groundwater pollution and the majority of groundwater samples are not fit for drinking purposes. This study shows that continuous monitoring might reduce the overexploitation of groundwater in the study area. Further studies about the chemical and biological mechanisms of the current findings will be a great source of interest to the researchers in the field of water quality and their possible effects on human and nature; the research paper offers information regarding the quality of the water to help local authorities supply communities with high-quality water. For many scholars studying hydrogeochemistry and hydrogeology, the current publication provides alternative ideas like the development of new hydrochemical indices, climate change impact on irrigation indices, urban agriculture, and comparative analysis of existing indices.

The authors acknowledge the assistance of STIC (Sophisticated Analytical Instruments Facility), Cochin India, and BSIP (Birbal Sahni Institute of Palaeosciences), Lucknow, India, in providing numerous chromatographic and analytical researches. The authors also acknowledge Dr Iffat Ameen of Deen Dayal Upadhyay Gorakhpur University for her suggestions and insightful comments. Additionally, we appreciate Madan Mohan Malaviya University of Technology in Gorakhpur, India, for providing the essential laboratory and library resources.

This research work is not supported by any funding agency.

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

The authors declare there is no conflict.

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