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Hydrochemical characteristics of groundwater for domestic and irrigation purposes in Madhuranthakam, Tamil Nadu, India.

Introduction

Groundwater is a precious source of fresh water, being the most distributed form on the earth, excluding the polar icecaps and glaciers. Groundwater studies are gaining more importance in the present day as it is used for almost all purposes such as domestic, industrial and agricultural activities in most parts of the world. Improper management of this replenishable resource may lead to groundwater contamination and scarcity. When some ions and minerals are present beyond the permissible limit, they become unsuitable for drinking and irrigation purposes, which may be due to natural and also anthropogenic causes. Groundwater quality has been given lot of importance and studied worldwide (Lahermo and Backman, 1999; Omo-Irabor et al., 2008; Baalousha, 2010).

Several regions in India have encountered degradation in groundwater quality too, due to rapid urbanisation and an exponential increase in population (Ramesh and Elango, 2005; Brindha and Elango, 2010; Brindha et al., 2011). The present study was carried out with the aim of understanding groundwater quality and its suitability for drinking and irrigation purposes in Madhuranthakam, located near Chennai in Tamil Nadu, India. Groundwater is the major source for domestic and irrigation practices in this area. There has been an increase in the demand for groundwater due to the growth of the local population.

Groundwater is usually put to direct use in rural areas without proper monitoring and treatment. Groundwater may also become contaminated by the agrochemical products used for irrigation. The groundwater quality in the nearby regions, namely Chennai, Kancheepuram and Chengalpet, has been studied earlier (Elango and Manickam, 1987; Ramesh, 1999; Rajmohan et al., 2000; Elango et al., 2003a; Elango et al., 2003b; Kumaresan and Riyazuddin, 2006). However, no studies have been carried out in the Madhuranthakam region pertaining to groundwater quality. The suitability of groundwater for domestic and irrigation purposes thus had to be determined based on the presence of major ions in the groundwater of this region. The present study, which was carried out in 2002, will serve as baseline data for comparing future groundwater quality.

[FIGURE 1 OMITTED]

Study area

The study area is situated 76 km south of Chennai city and forms a part of Madhuranthakam taluk, Kancheepuram district, Tamil Nadu, India (Figure 1). Most of the annual rainfall of 1,206 mm is received from October to December and the rest during the southwest monsoon season from June to September. Climatic condition in the study area varies from 39[degrees]C to 40[degrees]C during summer (April to June) and 20[degrees]C to 24[degrees]C during winter (October to December). The study area is surrounded by a number of tanks which are used for drinking and agricultural purposes. This area is intensively cultivated by pumping groundwater from dug wells as well as surface water resources. Geologically this area is characterised by charnockites of Precambrian era. Outcrops of these rocks are found in many parts of the study area. Sandy clay and clayey sand overlay the charnockites with thickness ranging from 1.5 to 5m. Groundwater occurs under unconfined condition mainly in the weathered and fractured part of this charnockites in this area.

[FIGURE 2 OMITTED]

Sampling and analysis

A well inventory survey was carried out in February 2002 to obtain background information about the well population, lithology, well use etc. Forty-seven wells were investigated and 20 wells (Figure 1) were chosen as representative wells for groundwater sampling based on electrical conductivity (EC). The groundwater samples were collected in clean 500 ml polyethylene bottles. The sampling bottles were soaked in 1:1 diluted HCl solution for 24 hours and washed twice with distilled water before sampling. They were washed again in the field with groundwater sample filtrates.

The groundwater samples were collected from bore wells after pumping the water for about 10 minutes. Field parameters such as EC and pH were measured in the field using portable digital meters. Samples were analysed for major ions in the laboratory using the standard recommended methods (APHA, 1998). Sulphate concentration in the groundwater samples was analysed using a UV visible spectrophotometer. Sodium and potassium content was determined by using a flame photometer and calcium, magnesium, chloride, carbonate and bicarbonate by titration technique. Total ions measurement precision was checked by calculating the ion balance error (IBE). The IBE was within [+ or -] 10%. Total dissolved solids (TDS) were calculated by using the formula: TDS (mg/l) = EC ([micro]S/cm) x 0.64; total hardness (TH) was calculated by using: TH = 2.497Ca + 4.115Mg in mg/l.

Results and Discussion

Table 1 shows the maximum, minimum and mean concentrations of various parameters. The order of cation dominance was [Ca.sup.2+]>[Na.sup.+] >[Mg.sup.2+]>[K.sup.+] and HC[O.sub.3.sup.-]>S[O.sub.4.sup.2-]>C[O.sub.3.sup.2-]>[Cl.sup.-] for anions. The general chemical nature of groundwater can be understood by plotting major cation and anion concentrations on a Piper trilinear diagram (Piper, 1944). Ca-HC[O.sub.3] was the major water type dominant in this area (Figure 2). The next dominant water type was mixed Ca-Na-HC[O.sub.3].

Drinking water quality

Groundwater used for domestic purposes, such as drinking and cooking, should be free from toxic chemicals and pathogens. Domestic water quality indicates that a particular parameter at a given concentration may be suitable for the human body beyond which it is unsuitable. The concentration of various ions in the groundwater samples was compared with Bureau of Indian standards (BIS, 2003) and World Health Organisation (WHO, 1993) standards, which are given in Table 2 wherein all the groundwater samples were found to be within the suitable limits. The groundwater in this area was thus seen to be fit for domestic consumption, based on the major ion analysis carried out in this study. The groundwater samples were classified regarding TDS and TH (Tables 3, 4 and 5). Most of the groundwater was fresh and suitable for drinking purposes based on TDS (Freeze and Cherry, 1979; Davis and DeWeist, 1966). Groundwater in this study area varies from soft to very hard (Sawyer and McCarty, 1967).

Irrigation water quality

Good quality irrigation water is essential for achieving maximum crop productivity. Groundwater suitability for irrigation purpose in this study area was assessed using sodium percentage (Na%), magnesium hazard (MH), residual sodium carbonate (RSC), sodium absorption ratio (SAR), permeability index (PI) and United States Department of Agriculture (USDA) classification. Groundwater in most of the study area was found to be suitable for irrigation.

Irrigation water having high EC content will affect root area and water flow. Groundwater in this area was grouped according to the guidelines established by the United States Salinity Laboratory (Freeze and Cherry, 1979) based on EC (Table 6). This showed that groundwater in this area was permissible for irrigation. Sodium is an important parameter for irrigation water and is denoted as Na% which was calculated from the formula given in equation 1 (Wilcox, 1955) and all concentrations were expressed in meq/l.

Na% = ([Na.sup.+] + [K.sup.+]) X 100)/([Ca.sup.2+] + [Mg.sup.2+] + [Na.sup.+] + [K.sup.+]) (1)

The Na% in this area is given in Table 7. Groundwater was suitable for irrigation in 60% of the samples while 40% were permissible to doubtful. EC and Na% are plotted in Figure 3 which showed that most of the groundwater samples were good for agriculture.

The concentration of bicarbonate and carbonate higher than calcium and magnesium will influence the suitability of water for irrigation purposes. The RSC value was computed using the following formula (equation 2) where ions were expressed in meq/l.

RSC = (C[O.sub.3.sup.2-] + HC[O.sub.3.sup.-]) - ([Ca.sup.2+] + [Mg.sup.2+]) (2)

However, regarding RSC, all samples fall within the safe category for irrigation.

[FIGURE 3 OMITTED]

SAR is another important parameter for determining the desirability of irrigation water. The SAR values were calculated by using equation 3 (Richards, 1954),

SAR = [Na.sup.+]/[square root of [[[Ca.sup.2+] + [Mg.sup.2+]]/2]] (3)

where all the concentrations were given in meq/l. All the groundwater samples collected from this area were excellent on the basis of SAR. Water used for irrigation can be classified into four types--C1, C2, C3 and C4 based on salinity hazard and S1, S2, S3 and S4 based on sodium hazard. Figure 4 shows the plot of groundwater samples grouped on the above basis. Most groundwater samples fall under C1S1 and C2S1 which are suitable for irrigation. Comparatively few samples were grouped under C3S1 (which is permissible for irrigation). Thus the groundwater in this area was seen to be suitable for irrigation based on salinity hazard and sodium hazard.

MH for irrigating water was calculated using the formula MH = Mg/ (Ca + Mg) x 100, where concentrations were given in meq/l (Szabolcs and Darab, 1964). MH above 50 is considered to be unsuitable for irrigation. Groundwater had an MH above 50 in 15% of the samples, thus not being fit for irrigation.

[FIGURE 4 OMITTED]

[FIGURE 5 OMITTED]

The suitability of groundwater for irrigation based on PI was calculated using equation 4,

PI = [[Na.sup.+] + [square root HC[O.sub.3.sup.-]] X 100]/([Ca.sup.+] + [Mg.sup.+] + [Na.sup.+]) (4)

where concentrations were in meq/l. Class I and class II waters are considered to be good and suitable for irrigation while class III water is unsuitable for irrigation (Doneen, 1964). Figure 5 shows that one groundwater sample was not suitable for irrigation based on PI whereas the rest of the samples were good. In general, the groundwater fall within the permissible category for irrigational use, except for a few locations where it was unsuitable based on MH.

Conclusion

Groundwater quality of an area must be studied to understand its suitability for domestic and irrigation purposes. All the groundwater samples collected from the Madhuranthakam area, Tamil Nadu, India, showed that the major ions fall within the permissible range. The dominant groundwater type was Ca-HC[O.sub.3]. Based on TDS, 95% of the groundwater was fresh and permissible for drinking. The groundwater varied from soft to very hard on the basis of TH. The suitability of groundwater for irrigation was assessed from Na%, EC, RSC, SAR, MH, PI and USDA classification. The groundwater in this area was seen to be good and suitable for drinking and domestic purposes. However, the groundwater was unsuit able for irrigation in a few places, based on MH. Overall, groundwater in the Madhuranthakam area remains usable. The present groundwater quality status must be maintained by taking precautionary measures such as rainwater harvesting, less use of chemical fertilisers and the ongoing monitoring of groundwater quality in this region.

Acknowledgements

The authors would like to thank the Department of Science and Technology-Funds for Improvement in Science and Technology (DST-FIST) (Grant No. SR/FST/ESI-106/2010) and the University Grants Commission-Special Assistance Programme (UGC-SAP) (Grant No. UGC DRS II F.550/10/DRS/2007(SAP-1)) for providing financial support which helped in creating facilities to carry out this work.

Record

Manuscript received: 10/03/2011

Accepted for publications: 24/11/2011

References

APHA (1998). (1998). Standard methods for the examination of water and wastewater, 20th edn, American Public Health Association, Washington DC, USA.

Baalousha, H. (2010). Assessment of a groundwater quality monitoring network using vulnerability mapping and geostatistics: A case study from Heretaunga Plains, New Zealand, Agricultural Water Management. 97, 240-246.

BIS (2003). Bureau of Indian Standards Specification for drinking water, IS: 10500:91. Revised 2003, Bureau of Indian Standards, New Delhi.

Brindha, K. and Elango L. (2010). Study on bromide in groundwater in parts of Nalgonda district, Andhra Pradesh, Earth Science India, 3, no. 1, 73-80.

Brindha, K., Rajesh, R., Murugan, R. and Elango, L. (2011). Fluoride contamination in groundwater in parts of Nalgonda district, Andhra Pradesh, India, Environmental Monitoring and Assessment, 172, 481-492.

Davis, S. N. and DeWiest, R. J. (1966). Hydrogeology, Wiley, New York.

Doneen, L. D. (1964). Water quality for Agriculture, Department of Irrigation, University of Calfornia, Davis, 48 pp.

Elango, L. and Manickam, S. (1987). Hydrogeochemistry of the Madras aquifer, India--Spatial and temporal variation in chemical quality of groundwater, Geological Society of Hong Kong Bulletin, no. 3, 525-534.

Elango, L., Kannan, R. and Senthilkumar, M. (2003a). Major ion chemistry and identification of hydrogeochemical processes of groundwater in a part of Kancheepuram district, Tamil Nadu, India, Environmental Geosciences, 10, no. 4, 1-10.

Elango, L., Kumar, S. S. and Rajmohan, N. (2003b). Hydrochemical studies of groundwater in Chengalpet region, Indian Journal of Environmental Protection, 23, no. 6, 624-632.

Freeze, R. A. and Cherry, J. A. (1979). Groundwater, Prentice Hall Inc. Englewood Cliffs, New Jersey, 604 pp.

Kumaresan, M. and Riyazuddin, P. (2006). Major ion chemistry of environmental samples around sub-urban of Chennai city, Current Science, 91, no. 12, 1668-1677.

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Rajmohan, N., Elango, L., Ramachandran, S. and Natrajan, M. (2000). Major ion correlation in groundwater of Kancheepuram region, south India, Indian journal of Environmental Protection, 20, no.3, 188-193.

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Richards, L. A. (1954). Diagnosis and improvement of saline and alkali soils, US Department of Agriculture, Hand Book 60.

Sawyer, G. N. and McCarty, D. L. (1967). Chemistry of sanitary engineers, 2nd edn, McGraw Hill, New York, 518 pp.

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K. Brindha and L. Elango

Department of Geology, Anna University, Chennai--600 025, India.

Corresponding author. E-mail: elango34@hotmail.com, elango@annauniv.edu
Table 1. Statistical summary of physicochemical parameters.

Parameter Unit Minimum Maximum Mean

pH -- 7.2 8.2 7.69
EC [micro]S/cm 200 1900 807.6
Calcium mg/l 11.84 93.9 52.21
Magnesium mg/l 3.65 132.46 24.37
Sodium mg/l 27.59 82.76 50.35
Potassium mg/l 0 2.74 1.17
Carbonate mg/l 6 54.01 28.5
Bicarbonate mg/l 30.51 256.27 136.9
Chloride mg/l 20.35 32.41 21.91
Sulphate mg/l 30.48 44.89 35.64

Table 2. Comparison of groundwater samples with BIS and WHO standards.

Parameter BIS (2003) WHO(1993)

 Highest Maximum Highest Maximum
 desirable permissible desirable permissible
 limit limit limit limit

pH 6.5-8.5 6.5-9.2 6.5-8.5 6.5-9.2
TH (mg/l) 300 600 100 w500
Calcium (mg/l) 75 200 75 200
Magnesium (mg/l) 30 100 50 150
Chloride (mg/l) 250 1000 200 600
Sulphate (mg/l) 150 400 200 400
Sodium (mg/l) -- -- -- 200

Parameter Percentage of
 samples above
 maximum allowable
 limit

pH Nil
TH (mg/l) Nil
Calcium (mg/l) Nil
Magnesium (mg/l) Nil
Chloride (mg/l) Nil
Sulphate (mg/l) Nil
Sodium (mg/l) Nil

Table 3. Freeze and Cherry (1979) classification
of groundwater based on TDS (mg/l).

TDS (mg/l) Water type Number of Percentage
 samples

<1,000 Fresh 19 95
1,000-10,000 Brackish 1 5
10,000-1,00,000 Saline Nil Nil
>1,00,000 Brine Nil Nil

Table 4. David and DeWeist (1966) classification
of groundwater based on TDS (mg/l).

TDS (mg/l) Classification Number of Percentage
 samples

<500 Desirable for drinking 11 55
500-1,000 Permissible for drinking 8 40
1,000-3,000 Useful for irrigation 1 5
>3,000 Unfit for drinking Nil Nil
 and irrigation

Table 5. Sawyer and McCarty (1967) classification of
groundwater based on TH (mg/l).

Total Hardness Type of water Number of Percentage
(mg/l) samples

<75 Soft 2 10
75-150 Moderately high 7 35
150-300 Hard 7 35
>300 Very Hard 4 20

Table 6. Suitability for irrigation based on USDA classification.

EC ([micro]s/cm) Salinity Percentage Remark on quality
 Class of samples

<250 C1 5 Excellent or low
250-750 C2 45 Good or medium
750-2250 C3 50 Permissible or high
2250-5000 C4 Nil Unsuitable or very high

Table 7. Suitability for irrigation based on sodium percent.

% Na Suitability for Number of Percentage
 irrigation samples

<20 Excellent 5 25
20-40 Good 7 35
40-60 Permissible 6 30
60-80 Doubtful 2 10
>80 Unsuitable Nil Nil
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Title Annotation:HYDROGEOLOGY
Author:Brindha, K.; Elango, L.
Publication:Earth Sciences Research Journal
Date:Dec 1, 2011
Words:2857
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