Ensuring the availability of high-quality water is a critical challenge. This study evaluates groundwater quality in the Palar basin, Tamil Nadu, India, during 1973, 1983, 1993, 2003, 2013, and 2022, focusing on pre- and post-monsoon seasons. Key irrigation indices – sodium absorption ratio (SAR), residual sodium carbonate (RSC), sodium percentage (Na%), permeability index (PI), magnesium hazard (MH), Kelly's ratio (KR), and potential salinity (PS) – were assessed using parameters such as calcium (Ca), magnesium (Mg), chlorine (Cl), potassium (K), and sulfate (SO4). pH, electrical conductivity (EC), SAR, Na%, RSC, MH, and water quality index (WQI) showed significant spatial and temporal variability. EC ranged from 250 to >3,000 μS/cm, with industrial hotspots like Ranipet exhibiting high levels. SAR was mostly ‘excellent’ (0–10) but exceeded 18 in 1993, indicating irrigation unsuitability. Na% values >60% degraded soil permeability, while RSC and MH exceeded thresholds near industrial zones, impairing soil and irrigation quality. WQI classified most samples as ‘none’ to ‘slight,’ but hotspots >450 posed consumption risks. Seasonal variations showed post-monsoon runoff effects, increasing Na and SO4. GIS mapping and statistical analyses highlighted contamination hotspots. Mitigation requires stricter regulations, improved wastewater treatment, groundwater recharge, and sustainable agriculture to ensure long-term water quality.

  • Groundwater was analyzed from 1973 to 2022 during pre- and post-monsoon periods.

  • Indices, such as sodium absorption ratio, residual sodium carbonate, sodium percentage, permeability index, magnesium hazard, Kelly's ratio, and potential salinity, were calculated.

  • Geographic information system was used to map and compare water quality concentrations with standard values.

  • High WQI: Water quality index results show that groundwater quality is generally low.

  • Groundwater in the study area is largely safe for both drinking and irrigation.

Water is essential for life, and groundwater is a critical source of freshwater, especially in arid and semi-arid regions. However, the over-exploitation of groundwater due to easy access and increasing energy availability has led to significant declines in groundwater levels over the past two decades. By 2025, global demand for drinking water is expected to rise by 44%, irrigation by 10%, and industrial water use by 81% (Burri et al. 2019). In India, issues related to groundwater quality are becoming increasingly severe, especially in water-scarce states like Tamil Nadu, where contamination from pollutants like fluoride poses major challenges. Studies conducted on the Palar River, one of the most contaminated rivers in India due to industrial pollution, highlight the water quality challenges in this region, with fluoride concentrations found between 0.18 and 0.22 mg/L, below the World Health Organization (WHO) 1.5 mg/L level (Kumar et al. 2019). Factors such as rapid population growth, industrialization, and pollution continue to exacerbate groundwater stress, threatening its availability for both drinking and agricultural purposes.

The Palar River has been heavily polluted by effluents from tanneries, particularly in Vellore District, where elevated chromium concentrations pose serious environmental and public health risks. This pollution has rendered the river unsuitable for consumption and agriculture, leading to widespread health issues, such as asthma, skin diseases, and stomach ailments, while thousands of acres of fertile land have been abandoned. In 2006, Ranipet, an industrial area along the river, was labeled one of the most polluted places in the world due to heavy contamination by salts and metals, including chromium (Pranavam et al. 2011).

Rapid urbanization in India has added complexity to the challenge of maintaining both the quantity and quality of groundwater. As a substantial portion of water demand is met by groundwater, urban growth and intensive agriculture continue to deteriorate water quality. Climate change further compounds these challenges by altering precipitation patterns, intensifying pressure on water resources (Awodumi & Akeasa 2017). Groundwater contamination, often due to wastewater discharge, poses significant risks to public health, and its detection is more challenging than surface water pollution (Zektser & Everett 2004; Singh & Kumar 2017).

To address these concerns, geographic information system (GIS) tools offer a powerful method for analyzing spatial patterns and trends in groundwater quality. GIS-based techniques help to monitor contamination and identify pollution sources, enabling informed decision-making for water resource management (Balakrishnan et al. 2011). In a study conducted in the flood plains of the upper Palar River, the analysis of 22 groundwater samples during the pre- and post-monsoon seasons revealed tannery effluents, solid wastes, and sewage as primary sources of pollution. Physico-chemical analysis indicated high alkali and sulfate (SO4) content, with statistical analysis supporting the connection to industrial pollution (Kuppuraj et al. 2012).

Similar studies in India have assessed groundwater quality using GIS and water quality indices (WQIs). Ram et al. (2021) mapped groundwater quality in Mahoba District, Uttar Pradesh, using ‘inverse distance weighted’ (IDW) interpolation on 43 samples. They found most of the area had acceptable quality, with some pockets of poor quality, highlighting the usefulness of WQI for assessing groundwater suitability. Dandge & Patil (2022) conducted a similar study in Bhokardan, Maharashtra, using GIS and remote sensing to analyze 12 water quality parameters. Their findings showed poor water quality in the pre-monsoon season, with improvements post-monsoon, emphasizing the importance of seasonal monitoring and WQI for groundwater management.

WQIs are essential tools for assessing water quality and are particularly useful for monitoring both drinking water and irrigation water quality. Various indices such as sodium absorption ratio (SAR), residual sodium carbonate (RSC), sodium percentage (Na%), permeability index (PI), and Kelly's ratio (KR) provide valuable insights into the suitability of water for irrigation purposes, and their application in the study of groundwater contamination is critical for understanding its impact on agriculture (Jafari et al. 2018; Khalid 2019). Regular monitoring and evaluation of these parameters are necessary for effective water resource management (Prathumratana et al. 2008). Al-Amry (2008) assessed groundwater quality in the Al-Salameh area, Yemen, using 25 samples. The results showed that 17 samples were suitable for drinking, while irrigation suitability was determined based on parameters like SAR, KR, and RSC, indicating general suitability for irrigation.

Despite the growing body of research on groundwater contamination in the region, significant gaps remain in understanding the full extent of pollution and its long-term effects on human health and the environment. This study aims to fill these gaps by assessing the quality of groundwater in the Palar River Basin, focusing on the impact of industrial pollution and the suitability of groundwater for drinking and irrigation purposes.

The primary objectives of this investigation are as follows:

  • 1. To visualize the spatial distribution of irrigation indices using GIS techniques across the study area.

  • 2. To compare spatial distribution maps of irrigation indices in different years to assess changes over time and to evaluate groundwater suitability for irrigation purposes based on the spatial analysis.

  • 3. To support effective water resource management and sustainable agricultural practices by providing a comprehensive understanding of groundwater suitability trends.

In Tamil Nadu, there are 34 rivers, including one that flows westward. For the purposes of hydrological studies, water resources planning, and management activities, these 34 rivers are grouped into 17 distinct river basins. Kodaiyar, Nambiyar, Tamiraparani, Kallar, Vaippar, Gundar, Vaigai, Pambar Kottakaraiyar, Agniyar, Parambikulam Aliyar, Cauvery, Vellar, Paravanar, Pennaiyar, Varahanadhi, Palar and Chennai are the river basins in Tamil Nadu state (Figure 1).
Figure 1

Location map of the study area.

Figure 1

Location map of the study area.

Close modal

The Palar Basin stands out as one of the most significant among Tamil Nadu's 17 basins. The area selected for this study is located between 12°37′19″ N–13°00′12″ N latitudes and 78°28′07″ E–79°34′51″ E longitudes with an areal extend of 10,163.151 km2 (Figure 1). The Palar Basin plays an essential role in Tamil Nadu's hydrology, agriculture, and water supply, making it highly relevant for assessing groundwater quality and irrigation suitability. As a transboundary basin shared with Karnataka and Andhra Pradesh, the Palar Basin supports a diverse range of agricultural activities and is a crucial source of groundwater for irrigation, drinking, and industrial use. Given its distinct geographical features – spanning the Eastern Ghats, plateau regions, and coastal plains – the basin experiences varied climatic and hydrological conditions, influencing groundwater recharge, quality, and availability.

By focusing on the Palar Basin, this study can reveal valuable insights into groundwater trends over time, providing a framework to manage and sustain water resources in a region where water demand is increasing and groundwater quality faces challenges from agricultural runoff and urbanization. The findings from this study will offer vital data to support informed decision-making for resource management, benefiting not only the Palar Basin but also contributing to broader water conservation and agricultural strategies across Tamil Nadu. The latitudes and longitudes of the sampling point in the study area are provided in Table 1.

Table 1

Details of the study area

Well noDistrictTalukVillageLatitudeLongitudeSubbasin
Kancheepuram Madurandagam Thennampattu 12° 28′ 79° 55′ 40″ Kiliyar 
Kancheepuram Madurandagam Velamur [ramapuram] 12°28′40″ 79° 46' Kiliyar 
Thiruvannamalai Vandavasi Tennangur 12° 24′ 5″ 79° 53′ 40″ Kiliyar 
Thiruvannamalai Vandavasi Salavedu 12° 34′ 79° 38′ Kiliyar 
Thiruvannamalai Vandavasi Peranamallur 12° 28′ 79° 46′ 32″ Cheyyar 
Thiruvannamalai Vandavasi Osur 12° 34′ 17″ 79° 25′ 59″ Kiliyar 
Thiruvannamalai Thiruvannamalai Nayadimangalam 12° 26′ 15″ 79° 40′ 10″ Cheyyar 
Thiruvannamalai Polur Kadaladi 12° 24′ 18″ 79° 6′ 6″ Cheyyar 
Thiruvannamalai Polur Mampattu 12° 24′ 15″ 78° 58′ 10″ Cheyyar 
10 Thiruvannamalai Polur Siruvallur 12° 30′ 35″ 79° 5′ 30″ Cheyyar 
11 Thiruvannamalai Polur Athuvambadi 12° 27′ 45″ 79° 1′ 20″ Cheyyar 
12 Thiruvannamalai Polur Melarani 12° 35′ 50″ 79° 7′ 35″ Cheyyar 
13 Thiruvannamalai Chengam Chengam Farm 2 12° 27′ 20″ 79° 2′ 45″ Cheyyar 
14 Vellore Katpadi Vaduganthangal 12° 16′ 20″ 78° 43′ 10″ Poiney (Ponnai) 
15 Vellore Gudiyatham Arumbaruthi 12° 58′ 10″ 79° 4′ 10″ Poiney (Ponnai) 
16 Vellore Gudiyatham Panamadangi 12° 58′ 5″ 79° 12′ 25″ Poiney (Ponnai) 
17 Vellore Vaniyambadi Ambur 13° 1′ 30″ 79° 2′ 20″ Upper Palar 
18 Vellore Vaniyambadi Chengilikuppam 12° 46′ 78° 40' Upper Palar 
19 Vellore Vaniyambadi Kadavalam 12° 42′ 40″ 78° 39′ 30″ Upper Palar 
20 Vellore Vaniyambadi Agaramcheri 12° 46′ 35″ 78° 39′ 35″ Agaramar 
21 Kancheepuram Uthiramerur Malayankulam 12° 53′ 40″ 78° 53′ 50″ Cheyyar 
22 Thiruvannamalai Vandavasi Gangapuram 12° 42′ 30″ 79° 48′ 40″ Cheyyar 
23 Thiruvannamalai Vandavasi Sennavaram 12° 34' 79° 18' Kiliyar 
24 Thiruvannamalai Vandavasi Gengapuram 12° 30′ 7″ 79° 37′ 20″ Cheyyar 
25 Thiruvannamalai Vandavasi Nedungunam 12° 33′ 47″ 79° 19′ 20″ Cheyyar 
26 Thiruvannamalai Polur Padagam 12° 28′ 7″ 79° 23′ 13″ Cheyyar 
27 Thiruvannamalai Polur Chetpet 12° 25′ 30″ 79° 11′ 45″ Cheyyar 
28 Thiruvannamalai Polur Vadamathimangalam 12° 27′ 45″ 79° 21′ 15″ Cheyyar 
29 Thiruvannamalai Polur Venmani 12° 34′ 50″ 79° 11′ 45″ Cheyyar 
30 Thiruvannamalai Cheyyar Koolamandal 12° 30′ 30″ 79° 8′ 50″ Cheyyar 
31 Thiruvannamalai Cheyyar Echur 12° 40′ 58″ 79° 39′ 30″ Kiliyar 
32 Thiruvannamalai Cheyyar Koolamandal 12° 33′ 18″ 79° 34′ Cheyyar 
33 Thiruvannamalai Cheyyar Dusi 12° 40′ 60″ 79° 39′ 50″ Cheyyar 
34 Thiruvannamalai Cheyyar Korkai 12° 46′ 22″ 79° 41′ 10″ Cheyyar 
35 Thiruvannamalai Cheyyar Tirumpoondi 12° 38′ 10″ 79° 27' Kiliyar 
36 Thiruvannamalai Cheyyar Tirumani 12° 34′ 30″ 79° 33′ 35″ Cheyyar 
37 Vellore Walajahpet Lalapettai 12° 36′ 28″ 79° 21′ 5″ Poiney (Ponnai) 
38 Vellore Vellore Pennathur 13° 0′ 20″ 79° 18′ 10″ Poiney (Ponnai) 
39 Vellore Vellore Perumugai 12° 50′ 40″ 79° 6′ 40″ Poiney (Ponnai) 
40 Vellore Vellore Usur 12° 56′ 33″ 79° 11′ 49″ Poiney (Ponnai) 
41 Vellore Vellore Vallam 12° 51′ 54″ 79° 3′ 43″ Cheyyar 
42 Vellore Vellore Melvallam 12° 45′ 15″ 79° 9′ 18″ Cheyyar 
43 Vellore Vellore Usur 12° 45′ 10″ 79° 9′ 10″ Poiney (Ponnai) 
44 Thiruvannamalai Chengam Pachal 12° 51′ 50″ 79° 3′ 40″ Cheyyar 
45 Thiruvannamalai Chengam Periyakulam 12° 17′ 38″ 78° 57′ 26″ Cheyyar 
46 Thiruvannamalai Cheyyar Thandarai 12° 19′ 30″ 78° 59′ 50″ Cheyyar 
47 Thiruvannamalai Cheyyar Sumangali 12° 39' 79° 30' Cheyyar 
48 Thiruvannamalai Cheyyar Natteri 12° 45' 79° 34' Vegavati 
49 Vellore Walajahpet Gudimallur 12° 49′ 10″ 79° 30′ 5″ Vegavati 
50 Vellore Vellore Karadikudi 12° 53′ 35″ 79° 22′ 15″ Agaramar 
51 Vellore Vellore Pinnathurai 12° 50′ 38″ 78° 55′ 49″ Agaramar 
52 Vellore Vellore P.S. Mangalam 12° 46′ 43″ 78° 56′ 11″ Poiney (Ponnai) 
53 Vellore Vellore Poigai satyammangalam 12° 55′ 5″ 79° 3' Poiney (Ponnai) 
54 Vellore Gudiyatham Nellorepet 12° 55′ 5″ 79° 3' Malattar 
55 Vellore Gudiyatham Valathur 12° 56′ 25″ 78° 41′ 5″ Kavundinyanadhi 
56 Vellore Gudiyatham Erukkampattu 12° 52′ 50″ 78° 49′ 45″ Malattar 
57 Kancheepuram Chengalpattu Pattaravakkam 12° 56′ 50″ 78° 41′ 5″ Lower Palar 
58 Thiruvannamalai Arni Hariharan Colony 12° 42′ 56″ 80° 1′ 10″ Cheyyar 
59 Thiruvannamalai Arni Somanthangal 12° 40′ 79° 18' Cheyyar 
60 Thiruvannamalai Arni Devikapuram 12° 42′ 50″ 79° 12′ 45″ Cheyyar 
61 Thiruvannamalai Arni Vadugasathu 12° 29′ 55″ 79° 14′ 50″ Cheyyar 
62 Thiruvannamalai Arni Pulavanpadi 12° 37′ 79° 16′ 40″ Cheyyar 
63 Vellore Vaniyambadi Vaniyambadi 12° 36′ 50″ 79° 14′ 50″ Upper Palar 
64 Vellore Vaniyambadi Vellakuttai 12° 37′ 78° 38′ Upper Palar 
65 Vellore Vaniyambadi Thekkupattu 12° 39' 78° 41′ 40″ Upper Palar 
66 Vellore Vaniyambadi Dasiriappanur 12° 38′ 55″ 78° 33′ 35″ Upper Palar 
67 Kancheepuram Thirukazhukkuntram P V Kalathur 12° 37′ 5″ 78° 31' Lower Palar 
68 Kancheepuram Thirukazhukkuntram Panangattucherry 12° 37′ 5″ 79° 58′ 31″ Lower Palar 
69 Vellore Arcot Kalavai 12° 30′ 10″ 80° 4′ 55″ Cheyyar 
70 Vellore Arcot Pudupadi 12° 46′ 79° 23′ 5″ Cheyyar 
71 Vellore Thiruppathur Andiyappanur 12° 51′ 55″ 79° 22′ 25″ Cheyyar 
72 Kancheepuram Sriperumbudur Maduramangalam 12° 22′ 10″ 78° 42′ 15″ Lower Palar 
73 Kancheepuram Uthiramerur Walajabad 12° 57′ 79° 49' Lower Palar 
74 Thiruvannamalai Cheyyar Valavanur 12° 47′ 79° 49′ 50″ Cheyyar 
75 Vellore Arcot Melapalandai 12° 48' 79° 30' Cheyyar 
76 Vellore Arcot Varagur 12° 39′ 30″ 79° 23′ 42″ Cheyyar 
77 Vellore Arcot Varagurpattanam 12° 48′ 40″ 79° 14′ 15″ Cheyyar 
78 Kancheepuram Sriperumbudur Oragadam 12° 48′ 50″ 79° 14′ 50″ Lower Palar 
79 Kancheepuram Uthiramerur Thenneri 12° 50′ 40″ 79° 56′ 50″ Lower Palar 
80 Kancheepuram Kancheepuram Damal 12° 52' 79° 51′ 40″ Vegavati 
81 Kancheepuram Kancheepuram Kilambi 12° 53′ 79° 35′ 45″ Vegavati 
82 Kancheepuram Kancheepuram Magaral 12° 51′ 30″ 79° 39′ 20″ Cheyyar 
83 Vellore Thiruppathur Kothur 12° 43′ 79° 45′ 20″ Upper Palar 
Well noDistrictTalukVillageLatitudeLongitudeSubbasin
Kancheepuram Madurandagam Thennampattu 12° 28′ 79° 55′ 40″ Kiliyar 
Kancheepuram Madurandagam Velamur [ramapuram] 12°28′40″ 79° 46' Kiliyar 
Thiruvannamalai Vandavasi Tennangur 12° 24′ 5″ 79° 53′ 40″ Kiliyar 
Thiruvannamalai Vandavasi Salavedu 12° 34′ 79° 38′ Kiliyar 
Thiruvannamalai Vandavasi Peranamallur 12° 28′ 79° 46′ 32″ Cheyyar 
Thiruvannamalai Vandavasi Osur 12° 34′ 17″ 79° 25′ 59″ Kiliyar 
Thiruvannamalai Thiruvannamalai Nayadimangalam 12° 26′ 15″ 79° 40′ 10″ Cheyyar 
Thiruvannamalai Polur Kadaladi 12° 24′ 18″ 79° 6′ 6″ Cheyyar 
Thiruvannamalai Polur Mampattu 12° 24′ 15″ 78° 58′ 10″ Cheyyar 
10 Thiruvannamalai Polur Siruvallur 12° 30′ 35″ 79° 5′ 30″ Cheyyar 
11 Thiruvannamalai Polur Athuvambadi 12° 27′ 45″ 79° 1′ 20″ Cheyyar 
12 Thiruvannamalai Polur Melarani 12° 35′ 50″ 79° 7′ 35″ Cheyyar 
13 Thiruvannamalai Chengam Chengam Farm 2 12° 27′ 20″ 79° 2′ 45″ Cheyyar 
14 Vellore Katpadi Vaduganthangal 12° 16′ 20″ 78° 43′ 10″ Poiney (Ponnai) 
15 Vellore Gudiyatham Arumbaruthi 12° 58′ 10″ 79° 4′ 10″ Poiney (Ponnai) 
16 Vellore Gudiyatham Panamadangi 12° 58′ 5″ 79° 12′ 25″ Poiney (Ponnai) 
17 Vellore Vaniyambadi Ambur 13° 1′ 30″ 79° 2′ 20″ Upper Palar 
18 Vellore Vaniyambadi Chengilikuppam 12° 46′ 78° 40' Upper Palar 
19 Vellore Vaniyambadi Kadavalam 12° 42′ 40″ 78° 39′ 30″ Upper Palar 
20 Vellore Vaniyambadi Agaramcheri 12° 46′ 35″ 78° 39′ 35″ Agaramar 
21 Kancheepuram Uthiramerur Malayankulam 12° 53′ 40″ 78° 53′ 50″ Cheyyar 
22 Thiruvannamalai Vandavasi Gangapuram 12° 42′ 30″ 79° 48′ 40″ Cheyyar 
23 Thiruvannamalai Vandavasi Sennavaram 12° 34' 79° 18' Kiliyar 
24 Thiruvannamalai Vandavasi Gengapuram 12° 30′ 7″ 79° 37′ 20″ Cheyyar 
25 Thiruvannamalai Vandavasi Nedungunam 12° 33′ 47″ 79° 19′ 20″ Cheyyar 
26 Thiruvannamalai Polur Padagam 12° 28′ 7″ 79° 23′ 13″ Cheyyar 
27 Thiruvannamalai Polur Chetpet 12° 25′ 30″ 79° 11′ 45″ Cheyyar 
28 Thiruvannamalai Polur Vadamathimangalam 12° 27′ 45″ 79° 21′ 15″ Cheyyar 
29 Thiruvannamalai Polur Venmani 12° 34′ 50″ 79° 11′ 45″ Cheyyar 
30 Thiruvannamalai Cheyyar Koolamandal 12° 30′ 30″ 79° 8′ 50″ Cheyyar 
31 Thiruvannamalai Cheyyar Echur 12° 40′ 58″ 79° 39′ 30″ Kiliyar 
32 Thiruvannamalai Cheyyar Koolamandal 12° 33′ 18″ 79° 34′ Cheyyar 
33 Thiruvannamalai Cheyyar Dusi 12° 40′ 60″ 79° 39′ 50″ Cheyyar 
34 Thiruvannamalai Cheyyar Korkai 12° 46′ 22″ 79° 41′ 10″ Cheyyar 
35 Thiruvannamalai Cheyyar Tirumpoondi 12° 38′ 10″ 79° 27' Kiliyar 
36 Thiruvannamalai Cheyyar Tirumani 12° 34′ 30″ 79° 33′ 35″ Cheyyar 
37 Vellore Walajahpet Lalapettai 12° 36′ 28″ 79° 21′ 5″ Poiney (Ponnai) 
38 Vellore Vellore Pennathur 13° 0′ 20″ 79° 18′ 10″ Poiney (Ponnai) 
39 Vellore Vellore Perumugai 12° 50′ 40″ 79° 6′ 40″ Poiney (Ponnai) 
40 Vellore Vellore Usur 12° 56′ 33″ 79° 11′ 49″ Poiney (Ponnai) 
41 Vellore Vellore Vallam 12° 51′ 54″ 79° 3′ 43″ Cheyyar 
42 Vellore Vellore Melvallam 12° 45′ 15″ 79° 9′ 18″ Cheyyar 
43 Vellore Vellore Usur 12° 45′ 10″ 79° 9′ 10″ Poiney (Ponnai) 
44 Thiruvannamalai Chengam Pachal 12° 51′ 50″ 79° 3′ 40″ Cheyyar 
45 Thiruvannamalai Chengam Periyakulam 12° 17′ 38″ 78° 57′ 26″ Cheyyar 
46 Thiruvannamalai Cheyyar Thandarai 12° 19′ 30″ 78° 59′ 50″ Cheyyar 
47 Thiruvannamalai Cheyyar Sumangali 12° 39' 79° 30' Cheyyar 
48 Thiruvannamalai Cheyyar Natteri 12° 45' 79° 34' Vegavati 
49 Vellore Walajahpet Gudimallur 12° 49′ 10″ 79° 30′ 5″ Vegavati 
50 Vellore Vellore Karadikudi 12° 53′ 35″ 79° 22′ 15″ Agaramar 
51 Vellore Vellore Pinnathurai 12° 50′ 38″ 78° 55′ 49″ Agaramar 
52 Vellore Vellore P.S. Mangalam 12° 46′ 43″ 78° 56′ 11″ Poiney (Ponnai) 
53 Vellore Vellore Poigai satyammangalam 12° 55′ 5″ 79° 3' Poiney (Ponnai) 
54 Vellore Gudiyatham Nellorepet 12° 55′ 5″ 79° 3' Malattar 
55 Vellore Gudiyatham Valathur 12° 56′ 25″ 78° 41′ 5″ Kavundinyanadhi 
56 Vellore Gudiyatham Erukkampattu 12° 52′ 50″ 78° 49′ 45″ Malattar 
57 Kancheepuram Chengalpattu Pattaravakkam 12° 56′ 50″ 78° 41′ 5″ Lower Palar 
58 Thiruvannamalai Arni Hariharan Colony 12° 42′ 56″ 80° 1′ 10″ Cheyyar 
59 Thiruvannamalai Arni Somanthangal 12° 40′ 79° 18' Cheyyar 
60 Thiruvannamalai Arni Devikapuram 12° 42′ 50″ 79° 12′ 45″ Cheyyar 
61 Thiruvannamalai Arni Vadugasathu 12° 29′ 55″ 79° 14′ 50″ Cheyyar 
62 Thiruvannamalai Arni Pulavanpadi 12° 37′ 79° 16′ 40″ Cheyyar 
63 Vellore Vaniyambadi Vaniyambadi 12° 36′ 50″ 79° 14′ 50″ Upper Palar 
64 Vellore Vaniyambadi Vellakuttai 12° 37′ 78° 38′ Upper Palar 
65 Vellore Vaniyambadi Thekkupattu 12° 39' 78° 41′ 40″ Upper Palar 
66 Vellore Vaniyambadi Dasiriappanur 12° 38′ 55″ 78° 33′ 35″ Upper Palar 
67 Kancheepuram Thirukazhukkuntram P V Kalathur 12° 37′ 5″ 78° 31' Lower Palar 
68 Kancheepuram Thirukazhukkuntram Panangattucherry 12° 37′ 5″ 79° 58′ 31″ Lower Palar 
69 Vellore Arcot Kalavai 12° 30′ 10″ 80° 4′ 55″ Cheyyar 
70 Vellore Arcot Pudupadi 12° 46′ 79° 23′ 5″ Cheyyar 
71 Vellore Thiruppathur Andiyappanur 12° 51′ 55″ 79° 22′ 25″ Cheyyar 
72 Kancheepuram Sriperumbudur Maduramangalam 12° 22′ 10″ 78° 42′ 15″ Lower Palar 
73 Kancheepuram Uthiramerur Walajabad 12° 57′ 79° 49' Lower Palar 
74 Thiruvannamalai Cheyyar Valavanur 12° 47′ 79° 49′ 50″ Cheyyar 
75 Vellore Arcot Melapalandai 12° 48' 79° 30' Cheyyar 
76 Vellore Arcot Varagur 12° 39′ 30″ 79° 23′ 42″ Cheyyar 
77 Vellore Arcot Varagurpattanam 12° 48′ 40″ 79° 14′ 15″ Cheyyar 
78 Kancheepuram Sriperumbudur Oragadam 12° 48′ 50″ 79° 14′ 50″ Lower Palar 
79 Kancheepuram Uthiramerur Thenneri 12° 50′ 40″ 79° 56′ 50″ Lower Palar 
80 Kancheepuram Kancheepuram Damal 12° 52' 79° 51′ 40″ Vegavati 
81 Kancheepuram Kancheepuram Kilambi 12° 53′ 79° 35′ 45″ Vegavati 
82 Kancheepuram Kancheepuram Magaral 12° 51′ 30″ 79° 39′ 20″ Cheyyar 
83 Vellore Thiruppathur Kothur 12° 43′ 79° 45′ 20″ Upper Palar 

Data

The investigation of the quality of groundwater of the Palar Basin was undertaken for the years 1993, 1983, 1973, 2003, 2013, and 2022. The data collected from Central Ground Water Board (CGWB), Chennai includes the information related to the water quality parameter (WQP) values for pre- and post-monsoon. The study took into account various physicochemical parameters, including pH, electrical conductivity (EC), and the concentrations of key ions such as calcium (Ca), magnesium (Mg), sodium (Na), potassium (K), chloride (Cl), and SO4. These parameters were utilized to compute the irrigation indices, which served as critical indicators for assessing water suitability for agricultural purposes.

Water quality parameters

The study examined a range of physicochemical parameters, including pH, EC, and concentrations of essential ions such as Ca, Mg, Na, K, Cl, and SO4. These parameters were used for assessment of drinking water quality and also used to calculate irrigation indices, which are vital indicators for evaluating the suitability of water for agricultural use. Table 2 presents the maximum permissible limits for water quality parameters and their impact on irrigation water.

Table 2

Bureau of Indian Standards (BIS) maximum permissible limit (1998) of water quality parameters (Ravikumar et al. 2011)

ParameterUnitMax. permissible limitEffect on irrigation water
pH – 6.5–8.5 Optimal for most crops. pH outside this range can affect nutrient availability and soil structure 
Ca mg/L 200 High levels improve soil structure but can lead to scaling 
Mg mg/L 100 Excess Mg can contribute to salinity and affect soil permeability 
Na mg/L 200 High Na causes soil dispersion, poor permeability, and reduced crop yield 
mg/L 12 Rarely problematic; an essential nutrient for plant growth. Levels above 10 mg/L can disrupt nutrient balance 
Cl mg/L 1,000 High Cl can be toxic to sensitive crops, causing leaf burn 
SO4 mg/L 400 High SO4 adds to overall salinity and affects sensitive crops 
ParameterUnitMax. permissible limitEffect on irrigation water
pH – 6.5–8.5 Optimal for most crops. pH outside this range can affect nutrient availability and soil structure 
Ca mg/L 200 High levels improve soil structure but can lead to scaling 
Mg mg/L 100 Excess Mg can contribute to salinity and affect soil permeability 
Na mg/L 200 High Na causes soil dispersion, poor permeability, and reduced crop yield 
mg/L 12 Rarely problematic; an essential nutrient for plant growth. Levels above 10 mg/L can disrupt nutrient balance 
Cl mg/L 1,000 High Cl can be toxic to sensitive crops, causing leaf burn 
SO4 mg/L 400 High SO4 adds to overall salinity and affects sensitive crops 

Water quality using irrigation indices for irrigation water

The quality of water for irrigation has been assessed using various irrigation indices. It includes SAR, RSC, Na%, PI, magnesium hazard (MH), KR, and potential salinity (PS). The equations for calculating irrigation indices are given in Table 3, where all ion concentrations used in the equations are in meq/L. The groundwater categorization on irrigation indices is visible in Table 4. SAR, RSC, Na%, PI, MH, KR, PS were chosen for their ability to provide a comprehensive assessment of irrigation water quality and its impact on soil and plant health. These indices address critical factors such as sodium toxicity, soil permeability, salinity, and the balance of essential ions. SAR and Na% evaluate the risk of sodium-induced soil degradation, while RSC and PI focus on the alkalinity and permeability effects on soil. MH helps assess Mg toxicity risks, and KR indicates the ionic balance in water that influences plant growth. PS evaluates the salinity potential, which can affect plant roots and crop yield. Together, these indices offer a holistic understanding of water quality, ensuring a thorough evaluation of its suitability for irrigation in varying hydrogeological conditions.

Table 3

Equations for the calculated irrigation indices

Irrigation indicesEquation numberReferences
 (1) Raghunath (1987)  
 (2) Nageswara Rao et al. (2022)  
 (3) Todd (1980)  
 (4) Doneen (1964)  
 (5) Al-Shammiri et al. (2005), Joshi et al. (2009)
 (6) Kelly (1940)  
 (7) Doneen (1964)  
Irrigation indicesEquation numberReferences
 (1) Raghunath (1987)  
 (2) Nageswara Rao et al. (2022)  
 (3) Todd (1980)  
 (4) Doneen (1964)  
 (5) Al-Shammiri et al. (2005), Joshi et al. (2009)
 (6) Kelly (1940)  
 (7) Doneen (1964)  
Table 4

Groundwater categorization based on irrigation indices (Kelly 1940; Doneen 1964; Szabolcs 1964; Todd 1980; Wilcox 1955; Nageswara Rao et al. 2022)

Parameter/IndicesValuesCategory
SAR <10 Excellent 
10–18 Good 
18–26 Doubtful 
>26 Unsuitable 
RSC <1.25 Excellent 
1.25–2.5 Good 
>2.5 Unsuitable 
Na% <20 Excellent 
20–40 Good 
40–60 Permissible 
60–80 Doubtful 
>80 Unsuitable 
PI >75 Good 
25–75 Slightly good 
<25 Unsuitable 
MH <50 Suitable 
>50 Unsuitable 
KR <1 Suitable 
>1 Unsuitable 
PS <3 Safe 
>3 Unsuitable 
Parameter/IndicesValuesCategory
SAR <10 Excellent 
10–18 Good 
18–26 Doubtful 
>26 Unsuitable 
RSC <1.25 Excellent 
1.25–2.5 Good 
>2.5 Unsuitable 
Na% <20 Excellent 
20–40 Good 
40–60 Permissible 
60–80 Doubtful 
>80 Unsuitable 
PI >75 Good 
25–75 Slightly good 
<25 Unsuitable 
MH <50 Suitable 
>50 Unsuitable 
KR <1 Suitable 
>1 Unsuitable 
PS <3 Safe 
>3 Unsuitable 

The WQI is essential for determining overall water quality, while irrigation indices like Na%, SAR, PI, and MH are critical for evaluating groundwater's suitability for irrigation. These indices help assess soil salinity and sodicity, which impact crop productivity and soil health, making a combined analysis with WQI vital for sustainable agricultural practices (Shukla et al. 2023).

Water quality index

A composite index, known as the WQI, was employed to evaluate the suitability of groundwater for various purposes. The primary objective is to consolidate extensive and intricate water quality data into a single, comprehensive index (Ramakrishnaiah et al. 2009; Varol & Davraz 2015). The WQI is a valuable tool developed to simplify the assessment of overall water quality by combining various parameters into a single value, facilitating effective management and categorization of water sources for their suitability in different uses. Initially developed by Horton in 1965, the WQI has evolved over time, incorporating complex datasets to provide insights for governmental, public, and regulatory bodies, despite the absence of a universally recognized index method (Rana & Ganguly 2020). The standard values and unit weight values of irrigation indices are given in Table 5.

Table 5

Standard values and unit weight values used for the calculation of WQI

Irrigation indexStandard values ()Unit weight values ()
SAR 10 0.052356 
RSC 2.5 0.209424 
Na% 60 0.008726 
PI 25 0.020942 
MH 50 0.010471 
KR 0.52356 
PS 0.17452 
Total weightage  
Irrigation indexStandard values ()Unit weight values ()
SAR 10 0.052356 
RSC 2.5 0.209424 
Na% 60 0.008726 
PI 25 0.020942 
MH 50 0.010471 
KR 0.52356 
PS 0.17452 
Total weightage  

Procedure for the determination of WQI (weighted arithmetic index method)

The WQI has been calculated in three steps using weighted arithmetic index methods (Ramakrishnaiah et al. 2009). The categorization of WQI in accordance with restriction in using groundwater for irrigation purpose is given in Table 6.

Table 6

Categorization of the WQI for irrigation purposes (Kumar & Maurya 2023)

WQI valueRestriction for using GW
<150 None 
150–300 Slight 
300–450 Moderate 
>450 Severe 
WQI valueRestriction for using GW
<150 None 
150–300 Slight 
300–450 Moderate 
>450 Severe 

Quality rating or sub-index (Qn)

The Qn was then calculated using the equations established by Horton (1965):
(8)
  • where is the quality rating value for the nth water quality parameter; is the actual value of the nth parameter; is the ideal value of the parameter; is the standard value of the nth parameter. Consider vi = 0 for all the samples except pH. For pH, the ideal value is set as vi = 7, corresponding to the neutral condition.

Unit weight value

(9)
  • where is the unit weight for the nth parameters; K is the constant of proportionality.
    (10)

Water quality index

(11)

Spatial modelling and interpolation through IDW

The regional distribution of groundwater quality metrics was interpolated using spatial modeling, an advanced capability of ArcGIS 10.4. The spatial resolution of the groundwater quality data used in this GIS analysis is approximately 5.7 km × 5.7 km, suggesting that the points are not evenly distributed across the study area. Finer resolution in well-dense areas improves mapping accuracy, while coarser resolution in sparse zones balances efficiency and data availability. Regions with closely spaced wells yield more accurate representations of water quality, whereas sparsely monitored areas have lower accuracy.

The IDW interpolation method was specifically utilized to create detailed spatial distribution maps of water quality parameters. This technique effectively interpolates data to assess observations between measured points. Numerous researchers have adopted the IDW method for interpolation in their studies, demonstrating its widespread application and reliability (Mueller et al. 2004). In assessing WQI, the IDW method within GIS modeling offers valuable spatial insights by interpolating parameters like temperature, dissolved oxygen (DO), nitrates (NO3), and total phosphorus across various depths. This integration with traditional methods allows for comprehensive spatial analysis of water quality, enhancing monitoring and understanding of pollution dynamics within water bodies (Vasistha & Ganguly 2022). In this study, IDW was selected for its effectiveness in estimating spatial variations in groundwater quality from scattered sample points. IDW assumes that closer points exert more influence, fitting well with our data distribution. Unlike Kriging, which requires a complex variogram model, IDW is computationally efficient and adaptable to irregular sampling patterns. Validated widely in groundwater studies, IDW aligns with established practices and provides reproducible, detailed maps. This method avoids the smoothing effect seen in Kriging, preserving small-scale quality variations and ensuring that local influences are accurately represented in our groundwater quality maps.

pH

pH determines water acidity and alkalinity. The pH values of most of the samples were found within the permissible limit of 6.5–8.5 in both seasons. The range of pH observed in each year was between 6.95 and 9 during pre-monsoon and 7.4–9.2 during the post-monsoon. In 1983, the pH was below the permissible limit for both the pre- and post-monsoon periods (Figures 2 and 3). Similarly, the post-monsoon period of 1973 also showed pH levels below the permissible limit. The decreased pH levels are evident in the years 1973, 1983, and 2022 and can be attributed to factors such as acid rain, industrial pollution, and the leaching of acidic compounds from soil. Lower pH levels affect water quality by increasing its corrosiveness and potentially releasing harmful metals and toxins into the water supply. Slight changes in pH might be attributed to various buffers typically present in the groundwater (Jameel & Sirajudeen 2006). The mild alkalinity observed in this study is likely due to the presence of weakly basic salts (like bicarbonates and carbonates of calcium and magnesium) in the soil (Jameel 2002).
Figure 2

Spatial distribution of pH in the pre-monsoon season.

Figure 2

Spatial distribution of pH in the pre-monsoon season.

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Figure 3

Spatial distribution of pH in the post-monsoon season.

Figure 3

Spatial distribution of pH in the post-monsoon season.

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Electrical conductivity

EC is a calculation of the electric flow capability of water that is specifically related to the ion concentration in the water. It can be categorized into five different categories like the EC value less than 250 μS/cm is excellent water, 250–750 μS/cm as good, 750–2,250 μS/cm as permissible, 2,250–3,000 μS/cm is doubtful and greater than 3,000 μS/cm as unsuitable category. EC is within the permissible category except in 1993 and 2013, when a small patch of the region in the south-east was unsuitable during the pre-monsoon period (Figure 4). EC of the study area is coming under permissible category in pre- as well as post-monsoon season due to the increased dissolution of surface ions in most of the areas. In case of post-monsoon most of the region are coming under permissible category and an increase in EC could be visible in south, east and west regions of the study area (Figure 5). The highest EC values were observed during the pre-monsoon seasons of 1993 and 2013, exceeding 9,000 μS/cm and falling into the unsuitable category. This was particularly evident in the Ranipet district, which is part of the Palar Basin, known for its industrial activity. Industries in this region release effluents rich in ionizable salts, contributing significantly to the rise in EC levels (Mondal et al. 2005). Additionally, untreated domestic and agricultural waste, which often percolates into groundwater, exacerbates conductivity levels, especially in areas with poor waste management practices (Kumar et al. 2001).
Figure 4

Spatial distribution of EC in the pre-monsoon season.

Figure 4

Spatial distribution of EC in the pre-monsoon season.

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Figure 5

Spatial distribution of EC in the post-monsoon season.

Figure 5

Spatial distribution of EC in the post-monsoon season.

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Salt accumulation in groundwater poses a major environmental issue across several regions of Tamil Nadu, particularly those with substantial industrial activities. Industrial effluents often contain high concentrations of dissolved solids, heavy metals, and various contaminants that infiltrate groundwater, leading to increased EC and degraded water quality (Kanagaraj & Elango 2016). Over time, this contamination not only raises groundwater salinity but also threatens public health and agricultural sustainability. Extended use of high-EC water for irrigation can lead to soil salinization, adversely affecting crop productivity and soil structure (Richards 1954).

Sodium

Na plays a vital role in nutrition, including electrolyte regulation and maintaining water balance (Howard & Schrier 1990). Groundwater with high sodium content is unsuitable for irrigation because it creates alkaline conditions and reduces soil permeability, which is unfavorable for plant growth (Bouwer 1978). The permissible limit of Na for drinking is 200 mg/L. The majority of portions are under below permissible limit except in 1993, 2003 and 2013 of the basins of pre-monsoon coming under above permissible limit. The higher concentration of Na visible in the year of 1993 in the range of 200–2,170 mg/L (Figures 6 and 7) can be due to agricultural runoff, industrial discharge, or natural geological processes such as the dissolution of salt deposits. Agricultural runoff frequently occurs due to the use of sodium-enriched fertilizers and pesticides, which can leach into surface and groundwater following rainfall (Halliwell et al. 2001). Moreover, tanneries–particularly those around Ranipet–contribute notably to elevated sodium levels by releasing wastewater rich in salts like sodium chloride, commonly used in the tanning process (Basker 2000). Additionally, natural geological processes, including salt deposit dissolution and seawater intrusion, further increase sodium concentrations in groundwater (Umarani et al. 2019). High sodium levels can make water unsuitable for drinking and irrigation, potentially impeding plant growth by displacing vital nutrients in the soil and leading to soil sodicity (Rengasamy 2002).
Figure 6

Spatial distribution of Na in the pre-monsoon season.

Figure 6

Spatial distribution of Na in the pre-monsoon season.

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Figure 7

Spatial distribution of Na in the post-monsoon season.

Figure 7

Spatial distribution of Na in the post-monsoon season.

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Calcium

Ca and Mg are present in groundwater that has come into contact with certain rocks and minerals, particularly limestone and gypsum. When these materials dissolve, they release Ca and Mg. According to Bureau of Indian Standards (BIS) standards, the permissible limit for Ca concentration is 200 mg/L. The spatial distribution of Ca for pre-monsoon and post-monsoon are shown in Figures 8 and 9, respectively. The majority of concentrations of Ca in the study area are below permissible limit. However, during the post-monsoon periods of 1973, 1983, 1993, and 2013, a slight increase in Ca levels was noticeable in the southern and eastern regions of the study area mainly in the range of 200–400 mg/L (Figure 9). Ca levels in groundwater can increase due to the dissolution of limestone and other Ca-rich minerals, as well as from the use of lime-based fertilizers in agriculture (Appelo & Postma 2005). High Ca concentrations contribute to water hardness, which may lead to scale buildup in pipes, boilers, and appliances, thereby reducing their efficiency and longevity. Additionally, hard water decreases the effectiveness of soaps and detergents, potentially impacting household and industrial expenses (Shankar et al. 2008). The Ca to Mg ratio in groundwater is primarily influenced by the relative abundance of these elements in the local geology. Generally, Ca concentrations tend to surpass Mg levels due to the higher presence of Ca-bearing minerals in the Earth's crust (Hem 1985).
Figure 8

Spatial distribution of Ca in the pre-monsoon season.

Figure 8

Spatial distribution of Ca in the pre-monsoon season.

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Figure 9

Spatial distribution of Ca in the post-monsoon season.

Figure 9

Spatial distribution of Ca in the post-monsoon season.

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Magnesium

Like Ca, Mg enters the environment through the weathering of Mg-rich minerals present in the Earth's crust. During periods of heavy rainfall, these minerals are more prone to leaching, which can increase groundwater alkalinity. As a basic cation, Mg contributes to raising the pH level, thereby impacting groundwater quality. Mg is considered moderately toxic, which can pose concerns for water suitability (Sarkar et al. 2017). According to BIS, the permissible limit of Mg concentration is 100 mg/L. In the concerned area under observation, the concentrations of Mg are below the permissible limit except in the year of 2013 during the pre- and post-monsoon periods which was above 100 mg/L (Figures 10 and 11). The weathering of silicate minerals can release Ca into groundwater (AlSuhaimi et al. 2019). Elevated Mg levels are often associated with the hydrolysis and weathering of Mg-rich minerals, such as CaCO3 and CaMg(CO3)2. Additionally, anthropogenic influences, particularly intensive agricultural practices within the study area, may also contribute to these increased concentrations (AlSuhaimi et al. 2019). High Mg levels can impact water quality by contributing to hardness, which may cause scaling in plumbing systems and reduce the effectiveness of soaps and detergents (Rygaard et al. 2009).
Figure 10

Spatial distribution of Mg in the pre-monsoon season.

Figure 10

Spatial distribution of Mg in the pre-monsoon season.

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Figure 11

Spatial distribution of Mg in the post-monsoon season.

Figure 11

Spatial distribution of Mg in the post-monsoon season.

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Potassium

K is an important element required for humans. As per WHO (2004), the maximum allowable limit for K is 12 mg/L. The spatial distribution revealed that the K concentration during the pre-monsoon season was predominantly spread across the southwest, west, and central regions over different years (Figure 12). In the post-monsoon period, the K levels increased consistently across all the years under consideration (Figure 13). The range of collected values of Ca concentration lies between 0.1 and 409 mg/L. The main sources of K in groundwater include rain water, weathering of potash silicate minerals and the use of potash fertilizer in agriculture (Buvaneshwari et al. 2020).
Figure 12

Spatial distribution of K in the pre-monsoon season.

Figure 12

Spatial distribution of K in the pre-monsoon season.

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Figure 13

Spatial distribution of K in the post-monsoon season.

Figure 13

Spatial distribution of K in the post-monsoon season.

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Chlorine

Cl is an important indicator of water quality, with high Cl levels often signifying increased organic pollution (Yogendra & Puttaiah 2008). Sodium chloride is the main contributor to Cl content in water, with a recommended permissible limit of 1,000 mg/L. The spatial distribution of Cl in both pre- as well as post-monsoon are below the permissible limit except in 1993 which is above 2,000 mg/L (Figures 14 and 15). The spatial distribution of Cl indicates that small patches of the southern and western side contain values exceeding the permissible limit. The elevated levels of Cl can likely be attributed to industrial activities in the vicinity, such as the discharge of sewage and excessive water pumping.
Figure 14

Spatial distribution of Cl in the pre-monsoon season.

Figure 14

Spatial distribution of Cl in the pre-monsoon season.

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Figure 15

Spatial distribution of Cl in the post-monsoon season.

Figure 15

Spatial distribution of Cl in the post-monsoon season.

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Sulphate

SO4 in groundwater typically originates from dissolvable salts of Na+, Mg2+, and Ca2+ ions (Sharma & Kumar 2020). The recommended permissible limit for SO4 is 400 mg/L. The entire area remained within the permissible limit during both pre- and post-monsoon seasons (Figures 16 and 17), except in the post-monsoon of 1993, when values exceeded 600 mg/L. The increase in SO4 levels during the post-monsoon period could be due to the use of chemical cleaning agents, the decomposition of organic matter, deposition from industrial discharge and fossil fuels, and discharge from mining industries. Groundwater samples are undersaturated with respect to gypsum, leading to its dissolution and resulting in increased levels of Ca and SO4 along the groundwater flow direction (Nassery & Kayhomayoon 2013). Irrigation water sources significantly contributed to the rise in SO4 levels in shallow groundwater, especially when water with elevated concentrations was used for irrigation (Liu et al. 2013).
Figure 16

Spatial distribution of SO4 in the pre-monsoon season.

Figure 16

Spatial distribution of SO4 in the pre-monsoon season.

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Figure 17

Spatial distribution of SO4 in the post-monsoon season.

Figure 17

Spatial distribution of SO4 in the post-monsoon season.

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Sodium absorption ratio

From Figures 18 and 19, the spatial distribution of SAR for pre- and post-monsoon is visible. The SAR values in the research area varied between 1 and 97 for the pre-monsoon and between 1 and 17.8 for the post-monsoon season. The majority of SAR levels during both the seasons fall under the ‘excellent’ category, with small patches classified as ‘good’. Groundwater unsuitability for irrigation purposes was only observed in the southwest region during the 1993 pre-monsoon period, likely due to industrial discharge, urbanization, sedimentation, and the decay of organic matter. Studies indicate that low SAR levels, often found in less industrialized or rural regions, suggest minimal sodium hazard and are suitable for irrigation (Sadashivaiah et al. 2008). The decay processes introduce organic acids, mobilizing Na and contribute to an SAR increase, as observed in studies by Arivarasi & Ganesan (2017).
Figure 18

Spatial distribution of SAR in the pre-monsoon season.

Figure 18

Spatial distribution of SAR in the pre-monsoon season.

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Figure 19

Spatial distribution of SAR in the post-monsoon season.

Figure 19

Spatial distribution of SAR in the post-monsoon season.

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Residual sodium carbonate

Excessive Na adsorption in the soil elevates RSC levels, which in turn degrades soil structure and significantly reduces its permeability (Murtaza et al. 2021). A negative RSC value indicates that the water is suitable for irrigation (Khapra & Singh 2024). From Figures 20 and 21, it could be seen that most of the area is under excellent category in both seasons. The results revealed that the value of RSC was in the range of −5.12 and 16.3 for pre-monsoon and −6.89 to 4.54 for post-monsoon season. The unsuitability of groundwater for irrigation purposes was also observed in the east and north-east regions of the study area during pre-monsoon of 1973 and 2013, respectively. In the post-monsoon period, small patches of the area were classified as unsuitable for irrigation in both 1993 and 2013. High levels of RSC in irrigation water cause lime deposition, appearing as white patches on the roots and leaves of plants. This effect reduces the market value of crops, particularly ornamental plants (Eyankware et al. 2018). A study by Rawat & Singh (2018) in Kanchipuram district, Tamil Nadu (India), found that elevated RSC levels negatively impact irrigation water quality by enhancing Na adsorption. In such cases, the suitability of groundwater is determined more by the results of the alkalinity excess than by the combined concentrations of Mg and Ca in the water.
Figure 20

Spatial distribution of RSC in the pre-monsoon season.

Figure 20

Spatial distribution of RSC in the pre-monsoon season.

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Figure 21

Spatial distribution of RSC in the post-monsoon season.

Figure 21

Spatial distribution of RSC in the post-monsoon season.

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Sodium percentage (Na %)

Na is a key parameter used to determine the suitability of groundwater for irrigation use (Bhunia et al. 2018). Based on the Na%, groundwater is classified into five classes: excellent (<20), good (20–40), permissible (40–60), doubtful (60–80), and unsuitable (>80) (Nageswara Rao et al. 2022) (Table 4). From Figures 22 and 23, in all the years, the Na% falls under the excellent, good, and permissible categories, except for 1993, when it is classified as doubtful in both periods. The percentage of sodium in the collected samples values varied between 4.79–98% and 1–88.5% in pre- and post-monsoon, respectively. This increase is typically attributed to the rise in Cl ions, which contribute to the intrusion of brackish water into the groundwater (El-Magd et al. 2023). The elevated Na% can be attributed to the dissolution of minerals from the lithological compositions and the introduction of chemical fertilizers through irrigation water (Subba Rao 2002). Reduced soil permeability can occur more quickly during plant growth in hot climates compared to cooler seasons (Thirumoorthy et al. 2024).
Figure 22

Spatial distribution of Na% in the pre-monsoon season.

Figure 22

Spatial distribution of Na% in the pre-monsoon season.

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Figure 23

Spatial distribution of Na% in the post-monsoon season.

Figure 23

Spatial distribution of Na% in the post-monsoon season.

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Permeability index

The PI reflects the ability of water to move through the soil and directly influences soil permeability (Gaagai et al. 2023). From Figures 24 and 25, it can be seen that in most regions the quality falls under the ‘slightly good’ category in both seasons, except in 1993 when it is classified as ‘good’ (Table 4). PI values varied between 16.3 and 103% during the pre-monsoon season and between 1 and 106% during post-monsoon. Heavy rainfall contributes to significant recharge of groundwater. This infiltration process can increase the permeability of the soil and aquifers due to the washing away of fine particles that may clog pores, resulting in higher permeability. The eastern side was classified as unsuitable during the post-monsoon season in both 1973 and 2013. Groundwater contamination is primarily caused by anthropogenic factors such as industrial activities, domestic waste, and excessive use of fertilizers.
Figure 24

Spatial distribution of PI in the pre-monsoon season.

Figure 24

Spatial distribution of PI in the pre-monsoon season.

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Figure 25

Spatial distribution of PI in the post-monsoon season.

Figure 25

Spatial distribution of PI in the post-monsoon season.

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Magnesium hazard

The MH represents the Mg content relative to the total divalent cations. For optimal soil quality and better crop yield, the MH should be lower than 50 (Szabolcs 1964). MH values varied between 1 and 92.6 for pre-monsoon season and between 1 and 94.4 for the post-monsoon season. In the present study, the MH value has been increasing, making it increasingly unsuitable for irrigation. The spatial distribution of MH is shown in Figures 26 and 27 for pre- and post-monsoon, respectively. The increase in the MH during both pre- and post-monsoon seasons is driven by a combination of natural processes such as evaporation, leaching, and geochemical changes, as well as anthropogenic factors like irrigation practices, groundwater extraction, and industrial discharges. These factors collectively contribute to higher Mg concentrations in water relative to Ca, thereby impacting overall water quality. For instance, studies in regions with similar agricultural practices report that intensive irrigation and groundwater extraction often draw in deeper, more mineralized waters that contain higher Mg levels, impacting water quality and suitability for irrigation (Shaikh & Birajdar 2023). Industrial discharges also introduce additional Mg into local water sources, further increasing MH values (Rawat & Singh 2018).
Figure 26

Spatial distribution of MH in the pre-monsoon season.

Figure 26

Spatial distribution of MH in the pre-monsoon season.

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Figure 27

Spatial distribution of MH in the post-monsoon season.

Figure 27

Spatial distribution of MH in the post-monsoon season.

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Kelly's ratio

KR is calculated based on the concentrations of cations like Na, Ca, and Mg in groundwater. For irrigation purposes, it is desirable to have a KR value of less than 1. KR values varied between 0.1 and 48.9 during the pre-monsoon, whereas they varied between 0.1 and 5.75 during the post-monsoon. The spatial distribution of KR for both seasons is shown in Figures 28 and 29 respectively. The majority of the water is unsuitable for irrigation during post-monsoon period due to the dilution of salts and other dissolved substances in water bodies, as well as an increase in sodium levels caused by the leaching of Ca and Mg. This increase in KR aligns with findings in similar studies, where water often shows higher sodium dominance, impacting soil structure and crop yield by reducing soil's permeability and nutrient availability (Dandapat et al. 2024).
Figure 28

Spatial distribution of KR in the pre-monsoon season.

Figure 28

Spatial distribution of KR in the pre-monsoon season.

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Figure 29

Spatial distribution of KR in the post-monsoon season.

Figure 29

Spatial distribution of KR in the post-monsoon season.

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Potential salinity

PS measures the salt content in irrigation water, specifically in the form of Cl and SO4 (Chhabra 2021). From Figures 30 and 31, it can be seen that the majority of water in the study area is classified as unsuitable for irrigation. The PS was varied between 0.1–94.4 and 0.1–66.3 during pre- and post-monsoon, respectively. The increase in PS during the pre- and post-monsoon seasons is driven by a combination of factors, including evaporation, reduced dilution, agricultural practices, groundwater use, soil erosion, geochemical processes, and human activities. The rise in PS during both the pre- and post-monsoon seasons is driven by several factors. High evaporation rates cause increased salt concentration as water evaporates, leaving dissolved salts behind (Chen et al. 2018). Limited rainfall or reduced freshwater inflow worsens salinity by decreasing dilution (Rawat & Singh 2018). Agricultural practices, such as excessive fertilizer use and irrigation with saline water, contribute to salt accumulation in the soil. Groundwater extraction can also bring mineral-rich water to the surface, while soil erosion exposes saline subsoil layers. Furthermore, geochemical processes like mineral weathering and human activities, including industrial discharges, intensify salt buildup, rendering the water unsuitable for irrigation (Pashahkha et al. 2022).
Figure 30

Spatial distribution of PS in the pre-monsoon season.

Figure 30

Spatial distribution of PS in the pre-monsoon season.

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Figure 31

Spatial distribution of PS in the post-monsoon season.

Figure 31

Spatial distribution of PS in the post-monsoon season.

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Water quality index

Based on the constraints during utilization, WQI values for irrigation use are categorized into four groups, namely none (<150), slight (150–300), moderate (300–450), and severe (>450) (Kumar & Maurya 2023) (Table 6). The spatial distribution of WQI for pre- and post-monsoon are shown in Figures 32 and 33. High values in water use classifications indicate that the water requires treatment before it can be used for irrigation or other purposes. Therefore, water with a high WQI must be treated before being used for other purposes (Rawat & Singh 2018).
Figure 32

Spatial distribution of WQI in the pre-monsoon season.

Figure 32

Spatial distribution of WQI in the pre-monsoon season.

Close modal
Figure 33

Spatial distribution of WQI in the post-monsoon season.

Figure 33

Spatial distribution of WQI in the post-monsoon season.

Close modal

The spatial distribution of WQI showed that the majority of water is coming under categories that have no restriction in pre- and post-monsoon periods except in 1993. An increase in water quality parameters like Ca, Mg, Na, and other parameters may contribute to the change in water quality. Contaminants dissolved in the runoff during monsoon reach the groundwater and at last, it joins with seawater resulting in the deterioration of water quality. Comparing the spatial distribution of the WQI for selected years (1973, 1983, 1993, 2003, and 2013) showed no drastic changes in the WQI up to 1993. In 1993, the greater part of the study area fell into the ‘slight restriction’ category. However, after 1993, it shifted to the ‘no restriction’ category. The western part of the region fell under the 'severe restriction' category during the pre-monsoon season of 1993.

The shift from ‘no restriction’ to ‘slight restriction’ in groundwater quality often results from changes in water quality parameter concentrations. Factors such as increased agricultural runoff, industrial discharges, and urbanization introduce pollutants into groundwater, leading to a deterioration of its quality. Natural processes, including mineral leaching and the effects of climate change, can also alter the composition of groundwater, imposing limitations on its suitability for human health and agricultural use. To address the decline in water quality, it is crucial to enforce stringent environmental regulations on industrial effluent discharge. Enhancing wastewater treatment facilities and promoting the construction of recharge structures in specific areas are vital steps to restore and maintain groundwater quality. The trends in WQI over the years are shown in Figure 34. The WQI values show notable fluctuations over time, indicating the influence of natural and anthropogenic factors on groundwater quality in the river basins of Tamil Nadu. An upward trend is observed from the 1980s to the mid-1990s, followed by a significant peak around the early 1990s, particularly during the pre-monsoon season. This peak may be attributed to industrialization and urbanization, which escalated in Tamil Nadu in the 1980s and early 1990s. Rapid industrial growth, particularly in sectors such as textiles, leather tanning, and chemical manufacturing, likely led to increased discharge of untreated or inadequately treated effluents into the environment, affecting groundwater quality. Following the peak in the 1990s, WQI values declined but stayed higher than the baseline levels of the 1970s. This decrease in WQI could be attributed to policy interventions, such as the implementation of the Water (Prevention and Control of Pollution) Act of 1974 and its amendments in the 1980s, aimed at regulating industrial discharge. Additionally, increased awareness and efforts toward sustainable water management likely contributed to the temporary improvement in water quality. From 2000 onward, WQI values show less drastic fluctuations but with periodic peaks in post-monsoon data around 2015, likely due to intensified agricultural activities, urban sprawl, and inconsistent rainfall patterns impacting groundwater recharge and pollutant dilution. Agricultural expansion and the extensive use of fertilizers and pesticides may have led to nutrient runoff and infiltration into groundwater, impacting its quality, especially during the post-monsoon season. Recent peaks in WQI could also be associated with climate variability and recurring droughts in Tamil Nadu, which reduce groundwater levels and concentrate pollutants. These observations underscore the need for ongoing monitoring and more stringent groundwater protection policies. The fluctuations highlight the complex interaction between climate, policy, and land-use changes, influencing the long-term quality of groundwater resources in the region.
Figure 34

WQI trend over the years.

Figure 34

WQI trend over the years.

Close modal

Increased agricultural runoff, industrial discharges, or urbanization can introduce pollutants into groundwater, degrading its quality. Additionally, natural processes like mineral leaching and climate change impacts can alter groundwater composition, necessitating slight usage restrictions to protect human health and agricultural productivity. We have to take measures to control the decrease in the quality of water by strict enforcement of environmental regulations on industrial effluent discharge, improving the wastewater treatment facilities, and encouraging the construction of recharge structures in the desired areas.

From Table 7, it is evident that irrigation indices, such as RSC, MH, and PS, do not show significant seasonal variation (p > 0.05). Significant seasonal variations are observed in key irrigation indices such as SAR, Na%, PI, KR, and WQI (p < 0.05). These fluctuations indicate changes in water quality and soil interactions between the pre- and post-monsoon seasons. Specifically, the variations in sodium adsorption ratio, sodium percentage, and the balance of sodium with other cations may impact soil permeability and fertility, necessitating targeted adjustments in irrigation practices. The observed seasonal shifts in water quality emphasize the need for intensive management strategies during periods of significant change to ensure optimal soil and water health.

Table 7

Significance levels of t-test for irrigation indices

Indicest-statisticsp-valueNo significant differenceSignificant difference
SAR −0.30899 0.0026  ✓ 
RSC 0.1826 0.8555 ✓  
Na% −2.4950 0.0143  ✓ 
PI −2.2416 0.0272  ✓ 
MH −0.3085 0.7584 ✓  
KR −3.0084 0.0033  ✓ 
PS 0.2989 0.7657 ✓  
WQI −3.7821 0.003  ✓ 
Indicest-statisticsp-valueNo significant differenceSignificant difference
SAR −0.30899 0.0026  ✓ 
RSC 0.1826 0.8555 ✓  
Na% −2.4950 0.0143  ✓ 
PI −2.2416 0.0272  ✓ 
MH −0.3085 0.7584 ✓  
KR −3.0084 0.0033  ✓ 
PS 0.2989 0.7657 ✓  
WQI −3.7821 0.003  ✓ 

This research was designed to measure the spatial characterization of groundwater quality of the Palar basin for pre- and post-monsoon of the selected years. The study, relying on data from the CGWB, may be limited by its temporal resolution and spatial coverage, potentially affecting the granularity of the analysis. Although seasonal variations are considered, the complexity of seasonal factors influencing water quality, such as unrecorded weather events or extreme climate occurrences, may not be entirely captured. Additionally, the use of IDW interpolation for spatial analysis assumes uniformity in data distribution, which could introduce bias or inaccuracies in areas with sparse data points. Furthermore, the study may not fully address the impact of non-point source pollution, such as runoff from urban areas or diffuse agricultural runoff, which can significantly influence water quality in certain regions. On the contrary, it is important to recognize that assessing the quality of water in the context of climate change is the most effective way to understand the hydrological behavior of groundwater. Therefore, this research offers valuable insights into the spatial characteristics of water quality parameters of water resources, emphasizing that failure to maintain groundwater quality could have severe consequences for communities. As such, this study is highly relevant for water resources management, highlighting the need for effective measures to safeguard groundwater quality.

Groundwater quality and its relevance for irrigation purposes in the Palar Basin area have been evaluated. The water quality and pollution status of the Palar basin are critically important as they directly impact human health. Nearly 90% of diseases are caused by consuming contaminated water, and rivers serve as the primary water source. The Tamil Nadu government relies heavily on groundwater, using 80% of it for water supply. A change in water quality parameters over time was observed and irrigation indices were calculated.

Groundwater quality parameterKey findings
pH No significant variations; generally, within acceptable limits for irrigation 
EC Ranged from 250 μS/cm to over 3,000 μS/cm, with elevated levels in industrial areas like Ranipet 
SAR Predominantly ‘excellent’ (0–10), but exceeded 18 in specific southwest regions during 1993 pre-monsoon, indicating irrigation unsuitability 
Na% Varied between 20 and 90%, with values >60% causing degradation of soil permeability 
PI Shows spatial and seasonal variability influencing soil permeability and irrigation suitability 
RSC Mostly within safe limits (<1.25 meq/L); localized areas showed values >2.5 meq/L, reducing soil productivity 
MH Exceeded the 50% threshold in certain regions, especially near industrial and agricultural zones, making groundwater unsuitable for irrigation 
Ca Concentrations up to 180 mg/L contributing to increased water hardness, affecting agricultural, industrial, and domestic use 
Mg Concentrations up to 120 mg/L, contributing to water hardness 
Cl Generally, below the permissible limit except in 1993, where it exceeded 2,000 mg/L 
SO4 Increased during the post-monsoon period due to chemical cleaning agents, organic decomposition, industrial discharge, and mining activities 
WQI Most samples were classified as ‘none’ to ‘slight’ restriction for use, with some hotspots having WQI >450 indicating severe restriction for irrigation 
Overall findings Seasonal variations were observed, with post-monsoon surface runoff and dilution effects contributing to elevated sodium and SO4 levels. Localized Cl and SO4 increases pose minimal risks 
Groundwater quality parameterKey findings
pH No significant variations; generally, within acceptable limits for irrigation 
EC Ranged from 250 μS/cm to over 3,000 μS/cm, with elevated levels in industrial areas like Ranipet 
SAR Predominantly ‘excellent’ (0–10), but exceeded 18 in specific southwest regions during 1993 pre-monsoon, indicating irrigation unsuitability 
Na% Varied between 20 and 90%, with values >60% causing degradation of soil permeability 
PI Shows spatial and seasonal variability influencing soil permeability and irrigation suitability 
RSC Mostly within safe limits (<1.25 meq/L); localized areas showed values >2.5 meq/L, reducing soil productivity 
MH Exceeded the 50% threshold in certain regions, especially near industrial and agricultural zones, making groundwater unsuitable for irrigation 
Ca Concentrations up to 180 mg/L contributing to increased water hardness, affecting agricultural, industrial, and domestic use 
Mg Concentrations up to 120 mg/L, contributing to water hardness 
Cl Generally, below the permissible limit except in 1993, where it exceeded 2,000 mg/L 
SO4 Increased during the post-monsoon period due to chemical cleaning agents, organic decomposition, industrial discharge, and mining activities 
WQI Most samples were classified as ‘none’ to ‘slight’ restriction for use, with some hotspots having WQI >450 indicating severe restriction for irrigation 
Overall findings Seasonal variations were observed, with post-monsoon surface runoff and dilution effects contributing to elevated sodium and SO4 levels. Localized Cl and SO4 increases pose minimal risks 

In conclusion, the outcomes of the present study suggest that frequent and comprehensive groundwater analysis is essential to monitor the rate and types of pollution. Raising public awareness of the importance of preserving groundwater's highest standards of quality and purity is imperative.

This work was carried out in collaboration with all authors. All authors read and approved the final manuscript.

No funding was obtained for this study.

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

The authors declare there is no conflict.

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