Groundwater Quality Issues and Challenges for Drinking and Irrigation Uses in Central Ganga Basin Dominated with Rice-Wheat Cropping System

: Increased population and increasing demands for food in the Indo-Gangetic plain are likely to exert pressure on fresh water due to rise in demand for drinking and irrigation water. The study focuses on Bhojpur district, Bihar located in the central Ganga basin, to assess the groundwater quality for drinking and irrigation purpose and discuss the issues and challenges. Groundwater is mostly utilized in the study area for drinking and irrigation purposes (major crops sown in the area are rice and wheat). There were around 45 groundwater samples collected across the study region in the pre-monsoon season (year 2019). The chemical analytical results show that Ca 2+ , Mg 2+ and HCO 3 − ions are present in abundance in groundwater and governing the groundwater chemistry. Further analysis shows that 66%, 69% and 84% of the samples exceeded the acceptable limit of arsenic (As), Fe and Mn respectively and other trace metals (Cu, Zn, Pb, Cd) are within the permissible limit of drinking water as prescribed by Bureau of Indian Standard for drinking water. Generally, high As concentration has been found in the aquifer (depth ranges from 20 to 40 m below ground surface) located in proximity of river Ganga. For assessing the irrigation water quality, sodium adsorption ratio (SAR) values, residual sodium carbonate (RSC), Na%, permeability index (PI) and calcium alteration index (CAI) were calculated and found that almost all the samples are found to be in good to excellent category for irrigation purposes. The groundwater facie has been classiﬁed into Ca-Mg-HCO 3 type.


Introduction
Groundwater (GW) act as a vital natural resources for millions of people in India and around the globe for drinking, irrigation and industrial uses. Several studies have highlighted tremendous overexploitation of the groundwater across the world probably

Study Area
Bhojpur district, with a total geographical area of 2395 km 2 , is situated in Bihar state and was selected as the study area. The study area is located in central Ganga basin and lies within 25°10′ to 25°40′ N and 84°10′ to 84°50′ E. The district is covered by two major rivers viz., Ganga and Son in the north and eastern side ( Figure 1). The population of the district is 27.20 lakh with population density of 1136 inhabitants per square kilometer.

Hydroclimatology
The study area has dry sub humid region with a warm and humid climate. Figure 2 shows the mean monthly precipitation for 30 years (1991-2020) for the Bhojpur district. It is shown that June to October months reflect the Kharif season while October to March represents the Rabi season. It can be seen that the average monthly precipitation is highest in the Kharif season accounting 266 mm in July. Almost ~87% of average annual precipitation occurs during Kharif season and most of the rainfall (about 85%) occurs in the south west monsoon [20]. The cumulative precipitation increases from January to December reaching its maximum value of 950 mm.
April and May are the hottest months such that average monthly temperature reaches to 35 °C, whereas January experiences the lowest mean minimum monthly temperature, falling down to ~9 °C. The average monthly temperature ranges between 25 °C to 35 °C in Kharif season while ~15 °C to 25 °C in Rabi season.

Hydroclimatology
The study area has dry sub humid region with a warm and humid climate. Figure 2 shows the mean monthly precipitation for 30 years (1991-2020) for the Bhojpur district. It is shown that June to October months reflect the Kharif season while October to March represents the Rabi season. It can be seen that the average monthly precipitation is highest in the Kharif season accounting 266 mm in July. Almost~87% of average annual precipitation occurs during Kharif season and most of the rainfall (about 85%) occurs in the south west monsoon [20]. The cumulative precipitation increases from January to December reaching its maximum value of 950 mm.
April and May are the hottest months such that average monthly temperature reaches to 35 • C, whereas January experiences the lowest mean minimum monthly temperature, falling down to~9 • C. The average monthly temperature ranges between 25 • C to 35 • C in Kharif season while~15 • C to 25 • C in Rabi season.

Hydrogeology
The river Ganga originates from the Himalaya and transports sediments through its course of travelling in the plain area. The deposited sediments determine the water chemistry of the area due to several processes such as rock weathering, rock-water interaction etc. Alluvial soils are mainly formed due to sediment deposits by the Indo-Gangetic-Brahmaputra rivers and Himalayan rocks form the parent material. Geologically, the alluvial soils are divided into younger and older alluvium and they are best suited for agriculture. The older alluvium represents the upland alluvial tract whereas younger alluvium forms the flood plains. The district Bhojpur is occupied by Quaternary Alluvium, which forms the potential aquifers. The Bhojpur district is covered by alluvial formation; northern part is enclosed by younger alluvium whereas central and southern part is covered by older alluvium (Figure 1). The older alluvium of the study area consists of dark coloured clay and silt rich with lime nodules locally known as Kankars. It is generally poorly sorted and less permeable. The unconsolidated younger alluvium occurs along the flood plain of rivers Ganga and Son and it is characterized by sandy clay, loam and contains less calcareous matter. In the study area, the top layer of geological stratum (within 30 m bgl) is an aquitard (Figure 3), which supports dug wells and shallow hand pumps. In fact, it works as an unconfined aquifer. From 30 m to approx. 100 m bgl, medium to coarse sand forms the aquifer and after that a thick layer (20-30 m)

Hydrogeology
The river Ganga originates from the Himalaya and transports sediments through its course of travelling in the plain area. The deposited sediments determine the water chemistry of the area due to several processes such as rock weathering, rock-water interaction etc. Alluvial soils are mainly formed due to sediment deposits by the Indo-Gangetic-Brahmaputra rivers and Himalayan rocks form the parent material. Geologically, the alluvial soils are divided into younger and older alluvium and they are best suited for agriculture. The older alluvium represents the upland alluvial tract whereas younger alluvium forms the flood plains. The district Bhojpur is occupied by Quaternary Alluvium, which forms the potential aquifers. The Bhojpur district is covered by alluvial formation; northern part is enclosed by younger alluvium whereas central and southern part is covered by older alluvium (Figure 1). The older alluvium of the study area consists of dark coloured clay and silt rich with lime nodules locally known as Kankars. It is generally poorly sorted and less permeable. The unconsolidated younger alluvium occurs along the flood plain of rivers Ganga and Son and it is characterized by sandy clay, loam and contains less calcareous matter. In the study area, the top layer of geological stratum (within 30 m bgl) is an aquitard (Figure 3), which supports dug wells and shallow hand pumps. In fact, it works as an unconfined aquifer. From 30 m to approx. 100 m bgl, medium to coarse sand forms the aquifer and after that a thick layer (20-30 m) of clay is present. The deeper aquifers (>130 m bgl) are under either semi-confined or confined conditions which sustain the deep wells in the area [20]. of clay is present. The deeper aquifers (>130 m bgl) are under either semi-confined or confined conditions which sustain the deep wells in the area [20].
(a) (b) The groundwater level data analyses (data collected from Central Ground Water Board (CGWB)) shows variation of groundwater level across the study area. The deepest groundwater level was observed in the north and northeast part of the study area. The unconfined aquifer has an average groundwater level ranging from 3 m bgl to 9 m bgl (data collected in pre-monsoon season, May 2017); the hydraulic gradients is about 0.0005 and groundwater flow directions are north and northeast ( Figure 4) towards the river Ganga. In the pre-monsoon season, groundwater feeds into the Ganga river.  The groundwater level data analyses (data collected from Central Ground Water Board (CGWB)) shows variation of groundwater level across the study area. The deepest groundwater level was observed in the north and northeast part of the study area. The unconfined aquifer has an average groundwater level ranging from 3 m bgl to 9 m bgl (data collected in pre-monsoon season, May 2017); the hydraulic gradients is about 0.0005 and groundwater flow directions are north and northeast ( Figure 4) towards the river Ganga. In the pre-monsoon season, groundwater feeds into the Ganga river. The groundwater level data analyses (data collected from Central Ground Water Board (CGWB)) shows variation of groundwater level across the study area. The deepest groundwater level was observed in the north and northeast part of the study area. The unconfined aquifer has an average groundwater level ranging from 3 m bgl to 9 m bgl (data collected in pre-monsoon season, May 2017); the hydraulic gradients is about 0.0005 and groundwater flow directions are north and northeast ( Figure 4) towards the river Ganga. In the pre-monsoon season, groundwater feeds into the Ganga river.

Land Use Land Cover
The land use land cover (LULC) map has been prepared using Landsat-8 satellite imagery (year 2018, 30 m resolution) obtained from United States Geological Survey (USGS) website. The LULC classification ( Figure 5) showed the major land use types such that vegetation constitutes~46.13% of total area, followed by built-up area (21.64%), fallow (16.52%), barren land (7.37%), sand bank (6.08%) and water (2.26%).

Land use Land Cover
The land use land cover (LULC) map has been prepared using Landsat-8 satellite imagery (year 2018, 30 m resolution) obtained from United States Geological Survey (USGS) website. The LULC classification ( Figure 5) showed the major land use types such that vegetation constitutes ~46.13% of total area, followed by built-up area (21.64%), fallow (16.52%), barren land (7.37%), sand bank (6.08%) and water (2.26%).

Agricultural Practices
Agriculture is the principal economic activity in the Bhojpur district. The district is considered as the rice bowl in the state and Rice-mill is a traditional industry. The major food crops apart from rice are wheat, pulses, oil seeds and maize etc. The geographical area is 233,729 Ha out of which 188,134 Ha is net cultivable area with nil forested area as per data of Department of Agriculture, Govt. of Bihar. The net irrigation area in Kharif season is 100,407 Ha and in Rabi season it becomes 68,781 Ha. In the Kharif season, the irrigated area covered by canal, private tube well, lift irrigation, state tube wells and other sources are 72,952, 24,478, 838, 454, 1685 Ha where as in Rabi season the areas covered by the irrigation sources are 29,700, 36,717, 153, 526 and 1685 Ha, respectively. The major kharif crops in the district are rice, maize and gram etc and major rabi crops are wheat, pulses, gram, mustard, potatoes etc.

Data Collection and Instrumentation
A systematic sampling campaign was made and 45 groundwater samples were collected in the pre-monsoon season (May 2019) as shown in Figure 1. A clean polypropylene bottles were used for storing the water and the samples were brought to laboratory for the ions and trace metals analyses. The groundwater samples were collected from the existing hand pumps (HPs) in the study area (screening depth of HPs varies from 15 m to 60 m below ground surface in unconfined aquifer) and the details of water sampling is presented in Table A1. The purging of hand pumps for 15-20 min was conducted before taking the water samples. The water samples were filtered through 0.45

Agricultural Practices
Agriculture is the principal economic activity in the Bhojpur district. The district is considered as the rice bowl in the state and Rice-mill is a traditional industry. The major food crops apart from rice are wheat, pulses, oil seeds and maize etc. The geographical area is 233,729 Ha out of which 188,134 Ha is net cultivable area with nil forested area as per data of Department of Agriculture, Govt. of Bihar. The net irrigation area in Kharif season is 100,407 Ha and in Rabi season it becomes 68,781 Ha. In the Kharif season, the irrigated area covered by canal, private tube well, lift irrigation, state tube wells and other sources are 72,952, 24,478, 838, 454, 1685 Ha where as in Rabi season the areas covered by the irrigation sources are 29,700, 36,717, 153, 526 and 1685 Ha, respectively. The major kharif crops in the district are rice, maize and gram etc and major rabi crops are wheat, pulses, gram, mustard, potatoes etc.

Data Collection and Instrumentation
A systematic sampling campaign was made and 45 groundwater samples were collected in the pre-monsoon season (May 2019) as shown in Figure 1. A clean polypropylene bottles were used for storing the water and the samples were brought to laboratory for the ions and trace metals analyses. The groundwater samples were collected from the existing hand pumps (HPs) in the study area (screening depth of HPs varies from 15 m to 60 m below ground surface in unconfined aquifer) and the details of water sampling is presented in Table A1. The purging of hand pumps for 15-20 min was conducted before taking the water samples. The water samples were filtered through 0.45 µm membrane filter and then stored in the sampling bottles. The physical parameters such as pH, and EC were measured in-situ using portable instruments (HQ40d portable meter, Hach, CO, USA). The water samples were analyzed for major ions using Ion-Chromatography (Dionex Series ICS-5000, Thermo Fisher Scientific, CA, USA) and Inductively Coupled Plasma-Optical Emission Spectrometry (VDV 5110, Agilent Technologies, CA, USA) respectively. The inorganic chemical parameters were analyzed following the procedures of standard methods [21,22]. The samples were run in triplicate and relative errors were less than ±6% for the analyzed water quality parameters. Groundwater samples were acidified onsite with HNO 3 to reduce pH < 2 for trace metals (As, Fe, Mn, Pb, Zn, Cu and Cd) analyses.

Electrical Conductivity (EC) and Sodium Percentage (Na%)
The EC and Na% are important water quality indicator for classifying irrigation water [23]. Dissolved substance as salts are always present in water used for irrigation. The Na% was calculated by the equation: where Na, Ca and Mg concentrations is in milli-equivalents per liter.

Alkali and Salinity Hazard (SAR)
The sodium or alkali hazard was determined by sodium adsorption ratio (SAR). SAR is determined by ratio of sodium and divalent cations as mentioned below: where Na, Ca and Mg concentrations is in milli-equivalents per liter.

Residual Sodium Carbonate (RSC)
Residual Sodium Carbonate (RSC) is also used as an index to indicate salinity hazard. When RSC increases, Ca and Mg gets precipitated from the water solution and thus increases the sodium percentage which increases the potential of sodium hazard. This excess is denoted by RSC and is expressed as where CO 3 2− and HCO 3 − are expressed in milli-equivalents per liter. Generally, water with RSC value > 2.5 is not considered fit for irrigation use, whereas RSC less than 1.25 is considered safe for irrigation water. A negative RSC values suggest that Ca 2+ and Mg 2+ is in surplus, while a positive RSC indicates presence of Na + in the soil [7,24]. Based on the of RSC value, sodium hazard is classified as low (RSC < 1.25, medium (RSC 1.25-2.5) and high (RSC > 2.5).

Chloroalkaline Indices (CAI-I and CAI-II)
The Chloroalkaline indices are used to study the ion exchange processes between the groundwater and the aquifer while travelling and interacting with each other. Schoeller [25] proposed the CAI-I and CAI-II and expressed by following equations. The CAI-I and CAI-II indices indicates the exchange processes between alkali and alkaline earth metals and the values may be positive or negative. If CAI value is positive then it describes the exchange of Na + and K + in water with Mg 2+ and Ca 2+ in rocks. If CAI value is negative then it implies that a reverse exchange process occurs i.e., Mg 2+ and Ca 2+ in water with Na + and K + in rocks.

Permeability Index (PI)
The PI is an indicator to assess the appropriateness of water for irrigation uses. The permeability of soil may get affected when long term irrigation water containing high salt is applied in the field.
Doneen [26] formulated PI as given below: The ions concentrations of the above equation are in meq/L Doneen [26] classified water into three classes: suitable (class I, PI > 75%), good (class II, PI is in the range of 25-75%) and unsuitable (class III, PI < 25%). class I and class II is considered suitable for irrigation.

Results and Discussion
The analytical result of major ions, trace metals etc. is presented in Table 1 and the results were compared with prescribed limit for drinking water by Bureau of Indian Standard (BIS) [27]. The chemical results were correlated with hydro geomorphological characteristic of the area. The Na%, SAR, RSC, CAI and PI values were calculated to check suitability for irrigation purpose.

Hydrochemistry and Groundwater Quality Assessment for Drinking Water
The pH value shows that GW is slightly alkaline in nature and all the samples were found to be in the acceptable limit of Indian drinking water standards. The EC value indicated the occurrence of fresh water. The results show that 48% of the samples exceeded acceptable limit for TDS though they were within the permissible limit of BIS [27]. The total hardness (TH) is classified in soft, moderately hard and very hard category. About 64% samples were found under hard category and 36% under very hard category with concentration above 300 mg/L. In general, hardness of groundwater was not found within the acceptable limit of 200 mg/L but was within the permissible limit (600 mg/L).
It is observed that the GW in this study area is dominated by alkaline earth metals. For instance, Ca alone constitute 55.9% of the total cations in the groundwater of the study area. The majority of the water samples follow the majority of ions in order of Ca 2+ > Na + > Mg 2+ > K + . About 58% of samples were found within the acceptable limit for Ca; while 42% of samples exceeded the acceptable limit. Magnesium (Mg) is abundant in earth crust and is a common constituent of natural water [28]. Results suggested that 77.8% of samples were within acceptable limit for drinking water, while remaining 22.2% of sample crossed the prescribed acceptable limit. The sodium is actually derived from different sources ranging from atmospheric deposition, evaporate dissolution and silicate weathering [29,30]. The sodium and potassium concentration was low and were found within the acceptable limit. Generally, potassium reported to be one-tenth or even one-hundredth that of sodium in groundwater. In anions, bicarbonates is the dominant anion and follows the abundance in the order of HCO 3 − > Cl − > SO 4 2− > NO 3 − > F − in the groundwater samples. HCO 3 contribute to alkalinity (acid neutralizing capacity) and 91% of the samples were found within the permissible limit. HCO 3 shows a strong positive correlation with Ca, Mg and Na ( Table 2). The chloride concentrations were within the acceptable limit. High concentrations of chloride lead to a salty taste in water. High sulphate level produces salty taste which makes it unpleasant for drinking and very high concentration might cause laxative effect in human. For the present case, sulphate concentration were within the acceptable limit. The excess application of fertilizers, leakages from sewage system etc. may cause GW contamination by nitrate, and fluoride occurrence in the groundwater is reported to be geogenic [31]. The nitrate and fluoride concentration were within the prescribed drinking water limit but nitrate concentration was observed high at few locations.  The hydrochemistry of groundwater depends on various factors such as water-aquifer matrix interaction, residence time, weathering processes and various chemical processes takes place while surface water moves through the sediment and reaches to groundwater. There are three major processes control the geochemistry of the area: carbonate dissolution, evaporite dissolution and silicate weathering [11,14]. The Gibb's plots and bivariate plots indicate the source of solutes and for the present case rock-water interaction is the dominant process controlling the geochemistry of the area (Figure 6). groundwater. There are three major processes control the geochemistry of the area: carbonate dissolution, evaporite dissolution and silicate weathering [11,14]. The Gibb's plots and bivariate plots indicate the source of solutes and for the present case rock-water interaction is the dominant process controlling the geochemistry of the area ( Figure 6). The bivariate plots between Ca + Mg and HCO3 + SO4 indicate both carbonate and silicate weathering with dominancy of silicate weathering processes as majority of data points are falling below the equal line ( Figure 7a). The data points on the equal line represent the calcite and gypsum weathering processes and if they are plotted below the equal line, it implies that the excess of HCO3 + SO4 shall be balanced by alkalines (Na + K) provided through silicate weathering. The Ca + Mg should be equal to HCO3 if they derived from carbonate source as per stoichiometric of reaction. The plot between Ca + Mg and HCO3 (Figure 7b) shows that maximum groundwater data are near the HCO3 axis which again justify the prevalence of silicate weathering. It may be observed that arsenic concentration is high when silicate weathering prevails. The plot between Ca + Mg, Na + K and total cations (Figure 7c,d) reveals that Na + K increases with increasing dissolved salts and Ca + Mg are contributing more as cations. The bivariate plots between Ca + Mg and HCO 3 + SO 4 indicate both carbonate and silicate weathering with dominancy of silicate weathering processes as majority of data points are falling below the equal line ( Figure 7a). The data points on the equal line represent the calcite and gypsum weathering processes and if they are plotted below the equal line, it implies that the excess of HCO 3 + SO 4 shall be balanced by alkalines (Na + K) provided through silicate weathering. The Ca + Mg should be equal to HCO 3 if they derived from carbonate source as per stoichiometric of reaction. The plot between Ca + Mg and HCO 3 (Figure 7b) shows that maximum groundwater data are near the HCO 3 axis which again justify the prevalence of silicate weathering. It may be observed that arsenic concentration is high when silicate weathering prevails. The plot between Ca + Mg, Na + K and total cations (Figure 7c,d) reveals that Na + K increases with increasing dissolved salts and Ca + Mg are contributing more as cations.
groundwater. There are three major processes control the geochemistry of the area: carbonate dissolution, evaporite dissolution and silicate weathering [11,14]. The Gibb's plots and bivariate plots indicate the source of solutes and for the present case rock-water interaction is the dominant process controlling the geochemistry of the area ( Figure 6). The bivariate plots between Ca + Mg and HCO3 + SO4 indicate both carbonate and silicate weathering with dominancy of silicate weathering processes as majority of data points are falling below the equal line ( Figure 7a). The data points on the equal line represent the calcite and gypsum weathering processes and if they are plotted below the equal line, it implies that the excess of HCO3 + SO4 shall be balanced by alkalines (Na + K) provided through silicate weathering. The Ca + Mg should be equal to HCO3 if they derived from carbonate source as per stoichiometric of reaction. The plot between Ca + Mg and HCO3 (Figure 7b) shows that maximum groundwater data are near the HCO3 axis which again justify the prevalence of silicate weathering. It may be observed that arsenic concentration is high when silicate weathering prevails. The plot between Ca + Mg, Na + K and total cations (Figure 7c,d) reveals that Na + K increases with increasing dissolved salts and Ca + Mg are contributing more as cations.

Groundwater Facies Classification
The major ions were plotted on the Piper trilinear diagram to classify and designate ionic nature of water [32]. The trilinear diagram clearly distinguishes the samples of different source and samples of similar qualities are shown as a group. The ionic signature helps in understanding the principal ions controlling the chemistry. Piper diagram classified all water samples into 'Ca-Mg-HCO3 type' (Figure 8).

Trace Metals
The trace metals (As, Cr, Cd, Mn, Cu, Fe and Zn) are naturally present in small and measurable amounts in the environment. These metals in small amounts may be a necessary part of nutrition but a high concentration of these metals become toxic and

Groundwater Facies Classification
The major ions were plotted on the Piper trilinear diagram to classify and designate ionic nature of water [32]. The trilinear diagram clearly distinguishes the samples of different source and samples of similar qualities are shown as a group. The ionic signature helps in understanding the principal ions controlling the chemistry. Piper diagram classified all water samples into 'Ca-Mg-HCO 3 type' (Figure 8).

Groundwater Facies Classification
The major ions were plotted on the Piper trilinear diagram to classify and designate ionic nature of water [32]. The trilinear diagram clearly distinguishes the samples of different source and samples of similar qualities are shown as a group. The ionic signature helps in understanding the principal ions controlling the chemistry. Piper diagram classified all water samples into 'Ca-Mg-HCO3 type' (Figure 8).

Trace Metals
The trace metals (As, Cr, Cd, Mn, Cu, Fe and Zn) are naturally present in small and measurable amounts in the environment. These metals in small amounts may be a necessary part of nutrition but a high concentration of these metals become toxic and

Trace Metals
The trace metals (As, Cr, Cd, Mn, Cu, Fe and Zn) are naturally present in small and measurable amounts in the environment. These metals in small amounts may be a necessary part of nutrition but a high concentration of these metals become toxic and causes health hazards. The sources of trace metals contamination in groundwater or surface water may be due to industrial waste effluents, weathering of rocks and atmospheric deposition, etc. The statistical summary of trace metal results obtained in the study are given in the Table 1. About 66% of samples exceeded the acceptable limit (10 ppb) of arsenic and 44% of samples crossed the permissible limit (50 ppb). The distribution of arsenic concentration present in groundwater in the study area is shown in Figure A1. The highest concentration of arsenic (>50 ppb) were found in recent alluvial deposits, in the north-eastern areas, along a band wide about 20 km and parallel to the river Ganga. It is observed that arsenic concentrations were below 50 ppb at depth greater than 50 m as probably confined aquifer encounters at that depth. In the central and southern part which is covered by older alluvium, the arsenic concentration was found to be less than 10 ppb even if at shallower depth (up to 50 m). The arsenic occurrence may be due to reductive dissolution of iron-hydroxide which is present in sediment [11]. However, the exact nature and mechanism involved in the movement process are still unknown. Various researchers [33][34][35][36][37][38][39][40] reported that river Ganga and its tributaries have carried Himalayan sediment laden with arsenic and deposited in its flood plain. In the present study area, it is observed that high arsenic concentration was present in depth range of 20-40 m in the aquifer in the flood plain of river Ganga. Other investigators [34][35][36] have also reported that arsenic is present in the unconfined aquifer of shallow depth (15-47 m) and arsenic concentration varied from traces to 1461 ppb. It is witnessed that 69% of the samples surpassed the acceptable limit of Fe. High iron in the study area may be due to the dissolution of iron bearing minerals present in the aquifer material. The result revealed that about 15.6% of the analyzed samples fell within the acceptable limit (100 ppb) of Mn, and 65% of sample crossed the permissible limit. All other trace metals were found to be in permissible limit for drinking water. Arsenic is showing very good correlation with Fe, moderate relation with Mn and weak or no correlation was found with other trace metals (Figure 9). The correlation between As and Fe also justify our findings that arsenic may be releasing form iron-hydroxide.

Groundwater Quality Assessment for Irrigation
GW suitability for irrigation purpose was assessed using EC, SAR, Na%, RSC, CAI and PI water quality indicators and the obtained results were compared with the Indian standard prescribed for irrigation uses. The Na% ranged between 12% and 62% (avg. 24%) ( Table 3) which is falling under recommended values. The high percentage of Na causes deflocculating and impairment of the tilth and permeability of soils. The CAI-I and CAI-II values are negative for all the samples indicating that ion exchange may have happened between Ca 2+ or Mg 2+ in the groundwater with Na + and K + in the aquifer sediment. The permeability index (PI) ranged between 37.7% and 75.9%, with average value 54.1%. PI index result reveals that ~98% of samples were fallings under good class and while 2% under suitable category (PI > 75%).
There is a significant association between SAR and sodium absorbed on the soil. If irrigation water containing high percentage of sodium and low calcium, then sodium may be absorbed on soil and it may disturb soil structure and causes clay particles dispersion. The calculated SAR value ranged from 0 to 2 meq/L and all the samples fell in excellent category. The residual sodium carbonate (RSC) ranged between 2.46 to 2.74 meq/L. The results indicated that about 75.5% samples fell in excellent category (RSC < 1.25 meq/L) while remaining under good category (RSC 1.25-2.5 meq/L). Good rainfall in the area might be one of the reasons which govern low RSC values (suitable range for irrigation).

Groundwater Quality Assessment for Irrigation
GW suitability for irrigation purpose was assessed using EC, SAR, Na%, RSC, CAI and PI water quality indicators and the obtained results were compared with the Indian standard prescribed for irrigation uses. The Na% ranged between 12% and 62% (avg. 24%) ( Table 3) which is falling under recommended values. The high percentage of Na causes deflocculating and impairment of the tilth and permeability of soils. The CAI-I and CAI-II values are negative for all the samples indicating that ion exchange may have happened between Ca 2+ or Mg 2+ in the groundwater with Na + and K + in the aquifer sediment. The permeability index (PI) ranged between 37.7% and 75.9%, with average value 54.1%. PI index result reveals that~98% of samples were fallings under good class and while 2% under suitable category (PI > 75%). There is a significant association between SAR and sodium absorbed on the soil. If irrigation water containing high percentage of sodium and low calcium, then sodium may be absorbed on soil and it may disturb soil structure and causes clay particles dispersion. The calculated SAR value ranged from 0 to 2 meq/L and all the samples fell in excellent category. The residual sodium carbonate (RSC) ranged between 2.46 to 2.74 meq/L. The results indicated that about 75.5% samples fell in excellent category (RSC < 1.25 meq/L) while remaining under good category (RSC 1.25-2.5 meq/L). Good rainfall in the area might be one of the reasons which govern low RSC values (suitable range for irrigation).
Plot of analytical data on Wilcox diagram [41] relating EC to Na% showed that 97.8% of groundwater samples of the study fell in excellent to good quality region, which can be used for irrigation purposes (Figure 10). Plot of analytical data on Wilcox diagram [41] relating EC to Na% showed that of groundwater samples of the study fell in excellent to good quality region, which used for irrigation purposes (Figure 10). The total soluble salts in irrigation water determines salinity zone as low (EC µS/cm), medium (EC 250-750 µS/cm), high (EC 750-2250 µS/cm) and very high (EC 5000 µS/cm). High value of EC in water leads to salinity and high sodium concent leads to alkalinity in soil. It is reported that generally high concentration of sol present in irrigation water in areas where evaporation is maximum [42]. Nor salinity problem arises where drainage is poor in irrigated agriculture. Due to th drainage, water table rises and due to capillary action, sodium salts accumulate in t near the root zone of the plants. In the present study, no samples fell in the low s category; however, 69% and 31% samples fell in medium and high salinity category may be due to shallow water table in the area. Conjunctive use of water by mixing g water with normal surface water in proper proportion should be practiced to avo salinity. The US salinity diagram, showing SAR and EC that represents alkalinity h and salinity hazard, respectively, reflects that no sample fell in the category C1S1, most of the water sample were in C2S1 (68.8%), C3S1 (31.11%) category indi medium to high salinity ( Figure 11) but suitable for irrigation use. The total soluble salts in irrigation water determines salinity zone as low (EC = <250 µS/cm), medium (EC 250-750 µS/cm), high (EC 750-2250 µS/cm) and very high (EC 2250-5000 µS/cm). High value of EC in water leads to salinity and high sodium concentration leads to alkalinity in soil. It is reported that generally high concentration of solutes is present in irrigation water in areas where evaporation is maximum [42]. Normally, salinity problem arises where drainage is poor in irrigated agriculture. Due to the poor drainage, water table rises and due to capillary action, sodium salts accumulate in the soil near the root zone of the plants. In the present study, no samples fell in the low salinity category; however, 69% and 31% samples fell in medium and high salinity category which may be due to shallow water table in the area. Conjunctive use of water by mixing ground water with normal surface water in proper proportion should be practiced to avoid soil salinity. The US salinity diagram, showing SAR and EC that represents alkalinity hazard and salinity hazard, respectively, reflects that no sample fell in the category C1S1, while most of the water sample were in C2S1 (68.8%), C3S1 (31.11%) category indicating medium to high salinity ( Figure 11) but suitable for irrigation use.

Conclusions
The hydro-chemical characteristics and groundwater quality have been assessed to check the suitability of GW for drinking and irrigation purpose for Bhojpur district, located in the central Ganga basin. The northern part of the district is covered by younger alluvium generated by the river Ganga, while the central and southern parts contain the

Conclusions
The hydro-chemical characteristics and groundwater quality have been assessed to check the suitability of GW for drinking and irrigation purpose for Bhojpur district, located in the central Ganga basin. The northern part of the district is covered by younger alluvium generated by the river Ganga, while the central and southern parts contain the older alluvial formation. The GW level analyses revealed that hydraulic gradient is towards river Ganga and GW is contributing to the river in pre-monsoon season. The carbonate and silicate weathering processes are taking place in the area with dominancy of silicate weathering. Overall, the rock-water interaction is controlling the geochemistry of the study region. The groundwater of the study area is classified into 'Ca-Mg-HCO 3 Type'. It is witnessed that 66%, 69% and 84% of the samples exceeding the acceptable limit of As, Fe and Mn respectively for drinking water purpose as prescribed by BIS, 2012 and all other analyzed major ions and trace metals are well within the permissible limit of drinking water. The higher concentration of arsenic was observed in the younger alluvium, flood plain of river Ganga. Generally arsenic is enriched in the depth range of 20-40 m below ground surface and hence this depth zone should be avoided for tapping GW. Arsenic concentrations are in acceptable range at depth greater than 50 m in the Ganga River floodplain. This is probably because a confined aquifer may be encountered at that depth. The samples were also checked for suitability of irrigation purposes based on Na%, SAR, RSC CAI and PI indices values and it is found that all the samples fell in excellent to good quality for irrigation except few samples. The GW in proximity to river Ganga is highly enriched with arsenic and irrigation is being applied by tapping aquifer at shallow depth (contaminated zone). As per the authors' knowledge, there is no Indian standard guidelines for irrigation which considers the role of toxic metals as it may be absorbed by the plants and harmful to human health. Our research findings may help policy makers or planners to design the monitoring network in heavily cultivated area and investigate the impact of contaminated irrigation water on human health. The future research may be carried out on detailed hydrogeological structure with evolution of arsenic in the study area.

Data Availability Statement:
The data presented in this study are available on request from the corresponding author.  Figure A1. Arsenic distribution map in the study area.