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IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 
_______________________________________________________________________________________ 
Volume: 03 Special Issue: 11 | NCAMESHE - 2014 | Jun-2014, Available @ http://www.ijret.org 85 
A STUDY ON UNDER GROUNDWATER POLLUTION AT NAMAKKAL DISTRICT, TAMILNADU, INDIA Vignesh P. N1, Vinothkumar M2 1PG Scholar, Knowledge Institute of Technology, Salem, India 2Asst.proffessor, Department of Mechanical Engineering, Knowledge Institute of Technology, Salem, India Abstract Due to the monsoon changes and the failure of rainfall the drinking water scarcity become the most important problem. The groundwater is one of the most important sources for drinking water nowadays. However due to the dumping of municipal wastes and agricultural wastes in to the ground and industrial waste water into the river leads to the contamination of groundwater. Thus the analysis of the groundwater quality is very important to protect the human health. So in this study an assessment of groundwater quality is conducted in and around Namakkal district, Tamilnadu, India. About twenty samples were taken from the wells and bore wells throughout the Namakkal district with necessary precaution and the physico-chemical and biological characteristics are analyzed. Keywords: water quality, groundwater contamination, drinking water, total dissolved solids. 
---------------------------------------------------------------------***-------------------------------------------------------------------- 1. INTRODUCTION About seventy percentage of the earth is surrounded by water. But it is not suitable for drinking, so here is the actual drinking water scarcity problem will occurs. Groundwater is the only source for drinking water, but due to the discharge of industrial waste water in to the river without treating it properly it will contaminate the groundwater. The dumping of agricultural wastes and municipal wastes are also play an important role on contaminating the groundwater. Groundwater is an important water resource for domestic and agriculture in both rural and urban parts of India(Mohamed Hanipha and ZahirHussian, 2013). But people are not aware of diseases caused due to water contamination. Drinking water with good quality is very important to improve the life of people and prevent disease(Adewoya and Oludura, 2007). Namakkal district is start functioning as a separate district from 01-01-1997. It is separate from Salem district. The geographical area of the Namakkal district is of about 3363sq.km. It lies between 11°13’8.4”North latitudes and 78°10’1.2”East longitudes. Namakkal district is surrounded by Salem and Trichy on the eastern side, erode on western side, Salem on northern side, Karur on southern side. The northern sides of the Namakkal district are mountains and the southern sides are plain areas. Agriculture is the important occupation of the people. Lorry body building industries is also a landmark for Namakkal district. The northeast monsoon and southwest monsoon gives rainfall to this district. The rivers in this district are Aiyaru, Cauvery, Karipottan Aaru and Thirumanimutharu. Dug wells and bore wells provides drinking water when compared to other sources. 
Hence the assessment of the groundwater quality is carried out in order to find out the contaminants that present in the drinking water. The parameters such as electrical conductivity, pH, alkalinity, total hardness, Calcium, magnesium, sodium, potassium, iron, manganese, chloride, fluoride, ammonia, sulphate, phosphate and nitrate are analyzed and compared with WHO. (1992) standards. 2. SAMPLES AND METHODS The samples were taken all around the Namakkal district. About twenty places were chosen and are named as Area1 to Area20 (A1-A20). The Areasare Atthanoor (A1), Vennandur (A2), Gurusamypalayam (A3), Vaiyappamalai (A4), Elachipalayam (A5), Thiruchengode (A6), Malasamuthiram (A7), Pallippalayam (A8), Mohanur (A9), Paramathi (A10), Velur (A11), Erumapatty (A12), Namakkal (A13), Sendhamangalam (A14), Bellukurichy (A15), Rasipuram (A16), Namagiripet (A17), Mettala (A18), Aayilpatty (A19) andmangalapuram (A20). The samples are collected in a 1000ml plastic container with necessary precautions and they are properly sealed and send to the laboratory for analysis as per APHA. (1995) standards 3. RESULTS AND DISCUSSIONS The results obtained from samples are tabulated in table-1. The obtained results are then compared with the WHO standards and discussed. 3.1 Electrical Conductivity (EC) 
The electrical conductance value of all the samples varies in the range of 124 to 4970 micro mho/cm. The maximum electrical conductivity value of (4970 micro mho/cm) was found in the Area (A15) and the minimum value of (124 micro mho/cm) was found in the Area (A20).The electrical
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 
_______________________________________________________________________________________ 
Volume: 03 Special Issue: 11 | NCAMESHE - 2014 | Jun-2014, Available @ http://www.ijret.org 86 
conductance is a good indication of total dissolved solids which is a measure of salinity that affects the taste of portable water (Pradeep Jain, 1998). The electrical conductivity is also influenced by ionic mobility, ionic valence and temperature (Mohamed Hanipha and ZahirHussian, 2013). 3.2 Total Dissolved Solids (TDS) The total dissolved solids in water are due to the presence of sodium, potassium, calcium, magnesium, manganese, carbonates, bicarbonates, chlorides, phosphates, organic matters and other particles (Bhattachary et al., 2012). The value of the total dissolved solids of all samples varies in the range of 87 to 3479 mg/l. The maximum value was obtained at the Area (A15) and the minimum value was obtained at the Area (A20). The maximum allowable limit of total dissolved solids in groundwater for domestic purpose is 1500mg/l WHO. (1992). According to the classification of drinking water on the basics of TDS values, the AREA (A15) is found to be moderately saline, the Areas (A1, A2, A3, A5, A7, A8, A9, A10, A11, A12, A13,A16,A17&A18) are found to be slightly-saline and the Areas (A4, A6, A14, A19 &A20) are found to be non-saline. 3.3 pH The purpose of finding the pH value is to determine whether the drinking water is acidic or alkaline in nature. The pH value of the samples varies in the range of 6.78 to 7.98. The maximum value of pH was obtained at the Area (A1), and the minimum value of the pH was obtained at the Area (A19). The permissible amount of the pH value in the groundwater is 7.0 to 8.5. The Areas (A5, A10, A20, A13, A3, A8& A19) the pH value is less than the permissible limit it showed that they are of alkaline in nature. If the pH value lies beyond the limit it affects the mucous membrane of the cells(KoulNishtha et al., 2012). 3.4 Calcium (Ca) Calcium is an essential nutrition element for human being and aids in maintaining the structure of plant cells and soils(Chari and Lavanya, 1994).The value of calcium of all the samples varies in the range of 8 to 292mg/l. The maximum value of the calcium was obtained at the Area (A15), and the minimum value of the calcium was obtained at the Area (A20). The Areas (A3, A8, & A15) the values are found to be greater than the permissible limit (200 mg/l). 3.5 Magnesium (Mg) 
The magnesium value of all the samples varies in the range of 4 to 168 mg/l. The maximum value of magnesium was obtained at the Area (A15), and the minimum value of the magnesium was obtained at the Area (A20). The permissible limit of the magnesium value in the groundwater is 150 mg/l according to the WHO standards. All the Areas other than the Area (A15) are lies in the permissible limit. Magnesium generally occurs in lesser concentration than calcium because of dissolution of magnesium rich mineral is slow process and calcium is more abundant in earth crust (Varadarajan et al., 2012). 
3.6 Sodium (Na) 
Sodium and potassium are the most important minerals occurring naturally in the groundwater. These two elements are directly added into the groundwater from industrial and domestic wastesand contribute salinity of water(Chari and Lavanya, 1994). The sodium value of all the samples varies in the range of 12 to 544 mg/l. the maximum value of the sodium was obtained at the Area (A15),and the minimum value was obtained at the Area (A20). The permissible limit of sodium value in the groundwater is200 mg/l as per the WHO standards. The Areas (A1, A3, A5, A7, A8, A9, A10, A12, A13& A15) the sodium value exceed beyond the permissible limit. High concentration of sodium ion in drinking water may cause heart problems and high sodium in irrigating water may cause salinity problems (ChadrikRout.andArabinda Sharma, 2011). 3.7 Potassium (K) The naturally occurring minerals in the groundwater are sodium and potassium. The potassium value of all the samples varies in the range of 2 to 92 mg/l. The maximum value of potassium is obtained at the Area (A15), the minimum value of potassium was obtained at the Area (20). High amount of potassium in the groundwater sample is due to the presence of silicate minerals from igneous and metamorphic rocks (ZahirHussain and Abdul Jameel, 2011). 3.8 Iron (Fe) The iron value of all the samples varies in the range of 2.8 to 0 mg/l. The maximum value of iron is obtained at the Area (A15). And the minimum value of the iron is obtained at the Area (A20). The permissible limit of the iron value in the groundwater is 0.3 mg/l as per WHO standards .The Areas (A4, A6, A11, A14, A19& A20) other than this exceeds the permissible limit. 3.9 Manganese (Mn) The manganese value of all the samples varies in the range of 0to 0.5 mg/l. The maximum value of the manganese is obtained at the Areas (A3 &A15). The minimum value of the manganese is obtained in the Areas except the Areas (A3 & A15). The permissible limit of the manganese value in the groundwater is 0.3 mg/l as per WHO standards. There is no manganese concentration in the groundwater except the Areas (A3, A15) in this analysis. 3.10 Ammonia (NH3) 
The ammonia value of all the samples varies in the range of 0to 2.5 mg/l. The maximum value of the ammonia is obtained at the Areas (A1, A10& A15). The minimum value of the manganese is obtained in the Areas (A4, A6, A14& A20). The permissible limit of the manganese value in the groundwateris 0.5 mg/l as per WHO standards. There is no
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 
_______________________________________________________________________________________ 
Volume: 03 Special Issue: 11 | NCAMESHE - 2014 | Jun-2014, Available @ http://www.ijret.org 87 
manganese concentration in the groundwater at the Areas (A4, A6, A14& A20). 3.11 Nitrate (NO3) The nitrate value of all the samples varies in the range of 0 to 112 mg/l. The maximum value of the ammonia is obtained at the Area (A15). The minimum value of the manganese is obtained in the Area (A20). The permissible limit of the manganese value in the groundwater is 45 mg/l as per WHO standards. The contamination of groundwater may be due to sewage and other wastes rich in nitrates (VenkateswaraRao, 2011). The presence of nitrate in groundwater may be due to leaching of nitrate with percolating powder(Mohamed Hanipha and ZahirHussian, 2013).Toxicity of nitrates in infants causes methaemoglobiaemia (US-EPA-Environment Protection Agency,2012). 3.12 Chloride (Cl) The chloride value of all the samples varies in the range of 16 to 1190 mg/l. The maximum value of the chloride is obtained at the Area (A15). The minimum value of the chloride is obtained in the Area (A20). The permissible limit of the chloride value in the groundwater is 250 mg/l as per WHO standards. All the Areas except the Areas (A2, A4, A6, A14, A17, A19& A20) have higher chloride value than the permissible value. Excessive chloride in portable water is particularly but the criteria set for chloride value is based on its potentially high corrosiveness1. Soil porosity and permeability also play an important role in building up the chloride value (Jain et al., 2005). 3.13 Fluoride (F) The fluoride value of all the samples varies in the range of 0.4 to 3.5 mg/l. The maximum value of the fluoride is obtained at the Area (A3). The minimum value of the fluoride is obtained in the Area (A19). The permissible limit of the fluoride value in the groundwater is 1.0 mg/l as per WHO standards. All the Areas except the Areas (A2, A12, A13, A17, A18, A19& A20) have higher fluoride value than the permissible value. The high concentration of the fluoride is due to fertilizer usage in agricultural activities for killing the insects. Skeletal fluorosis is an important disease due to presence of high fluoride content in groundwater (MangaleSapana et al., 2012). 3.14 Sulphate (SO4) 
The sulphate value of all the samples varies in the range of 2 to 250 mg/l. The maximum value of the sulphate is obtained at the Area (A15). The minimum value of the sulphate is obtained in the Area (A20). The permissible limit of the sulphate value in the groundwater is 200 mg/l as per WHO standards. The Area (A15) has higher sulphate value than the permissible value. High concentration of sulphate may cause gastro-intestinal irritation particularly when magnesium and sodium ions are also present in drinking water resources (Indrani Gupta et al., 2011). 
3.15 Phosphate (PO4) The phosphate value of all the samples varies in the range of 0 to 2.2 mg/l. The maximum value of the phosphate is obtained at the Area (A10). The minimum value of the phosphate is obtained in the Area (A20). The permissible limit of the phosphate value in the groundwater is 0.1 mg/l as per WHO standards. All the Areas except the Areas (A4, A6, A14& A20) have higher phosphate value than the permissible value. Normal water contains only a minimum phosphorus level because of low solubility of native phosphate minerals and the ability of soil to retain phosphate (Rajmohan and Elango, 2005). 4. CONCLUSIONS About 20 samples were taken in and around Namakkal district and analyzed for Electric conductivity, total dissolved solids, pH, Ca, Mg, Na, K, Fe, Mn, NH3, NO3, Cl, F, SO4 and PO4 using standard procedure. Based on this the Anion and Cation SUM are calculated to determine whether the groundwater is suitable for drinking purpose or not. It is found that only 49% is suitable for drinking purpose. The remaining Areas are having contaminated water greater than the permissible limit.so this Areas are constantly monitored and necessary actions should be taken for improving the groundwater quality and also the health of the people.
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 
_______________________________________________________________________________________ 
Volume: 03 Special Issue: 11 | NCAMESHE - 2014 | Jun-2014, Available @ http://www.ijret.org 88 
Outline MAP of India Outline MAP of Tamilnadu Outline MAP of Namakkal 
Table-1: Physico-Chemical Characteristics of Groundwater of Namakkal District 
Area no 
EC 
TDS 
pH 
Ca2+ 
Mg2+ 
Na+ 
K+ 
Fe2- 
Mn 
NH3 
NO3- 
Cl- 
F- 
SO42- 
PO43- 
Anion sum 
Cation sum 
P/NP 
A1 
2480 
1736 
7.98 
182 
50 
254 
26 
1.8 
0 
2.5 
36 
424 
1.8 
120 
1.5 
1.106 
1.004 
NP 
A2 
1452 
1016 
7.34 
96 
30 
151 
28 
0.6 
0 
1.5 
32 
176 
0.8 
52 
1.0 
1.036 
1.003 
P 
A3 
3530 
2471 
6.89 
220 
124 
359 
52 
2.5 
0.5 
1.6 
86 
624 
3.5 
150 
2.0 
1.040 
1.081 
NP 
A4 
1242 
869 
7.42 
72 
24 
130 
16 
0.3 
0 
0 
14 
196 
2.4 
24 
0 
0.980 
0.938 
NP 
A5 
3280 
2296 
6.98 
164 
96 
378 
48 
2.2 
0 
2.4 
56 
624 
1.2 
150 
1.4 
1.092 
1.029 
NP 
A6 
1185 
830 
7.44 
86 
26 
125 
14 
0.3 
0 
0 
17 
112 
1.2 
76 
0 
0.977 
1.032 
P 
A7 
2598 
1819 
7.02 
184 
50 
266 
30 
2.4 
0 
2.2 
52 
424 
2.2 
90 
1.8 
1.073 
0.987 
NP 
A8 
2990 
2093 
6.85 
224 
60 
305 
34 
1.5 
0 
1.5 
68 
524 
1.4 
130 
1.2 
1.083 
1.012 
NP 
A9 
3310 
2317 
7.22 
176 
108 
396 
52 
1.8 
0 
1.5 
76 
764 
2.6 
180 
1.2 
1.091 
1.095 
NP 
A10 
2867 
2007 
6.98 
144 
68 
356 
46 
0.5 
0 
2.5 
44 
656 
1.8 
120 
2.2 
1.029 
1.027 
NP 
A11 
1596 
1117 
7.42 
94 
28 
166 
20 
0.2 
0 
0.8 
44 
288 
1.2 
68 
0.2 
1.093 
0.923 
P 
A12 
2060 
1442 
7.01 
138 
38 
212 
24 
1.2 
0 
0.8 
38 
336 
1.0 
90 
1.0 
1.101 
0.964 
NP
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 
_______________________________________________________________________________________ 
Volume: 03 Special Issue: 11 | NCAMESHE - 2014 | Jun-2014, Available @ http://www.ijret.org 89 
A13 
2240 
1568 
6.94 
144 
42 
230 
26 
0.8 
0 
1.5 
42 
340 
0.4 
110 
0.6 
1.075 
0.952 
NP 
A14 
1224 
857 
7.44 
82 
26 
128 
16 
0.3 
0 
0 
26 
144 
1.2 
56 
0 
1.043 
1.000 
P 
A15 
4970 
3479 
7.73 
292 
168 
544 
92 
2.8 
0.5 
2.5 
112 
1190 
2.4 
250 
1.8 
1.066 
1.095 
NP 
A16 
1904 
1333 
7.37 
118 
34 
196 
22 
0.4 
0 
1.8 
42 
276 
1.2 
40 
1.5 
1.039 
0.934 
P 
A17 
1563 
1094 
7.87 
104 
58 
124 
24 
0.6 
0 
1.5 
32 
168 
1.0 
72 
1.0 
1.087 
1.022 
P 
A18 
1872 
1310 
7.06 
118 
34 
193 
22 
0.6 
0 
1.0 
44 
280 
1.0 
60 
0.6 
1.086 
0.946 
P 
A19 
325 
228 
6.78 
20 
12 
30 
2 
0.3 
0 
0.4 
3 
32 
0.4 
6 
0.2 
1.094 
1.029 
P 
A20 
124 
87 
6.96 
8 
4 
12 
2 
0 
0 
0 
0 
16 
0.6 
2 
0 
1.043 
1.050 
P 
All parameters are expressed in mg/l except pH and EC. EC in micro mho/cm Table-2: Classification of Groundwater based ON TDS 
TDS mg/l 
Description 
No of Samples 
≤ 1000 
Non-saline 
5 
1000-3000 
Slightly-saline 
14 
3000-10000 
Moderately-saline 
1 
≥10000 
Very-saline 
0 
REFERENCES 
[1] Mohamed Hanipha M. and ZahirHussian A., Study of Groundwater Quality at Dindigul Town, Tamilnadu, India, international journal on environmental sciences, 2(1), 68-73, January(2013). 
[2] Adewoya B.L. and Oludura A.O., Efficiency of MorignaOleifera Seeds Extract on Microflora of Surface and Groundwater, Journal of Plant Sciences, 6, 453-438 (2007). 
[3] WHO, International standards for drinking water, World Health Organization, Geneva, Switzerland (1992) 
[4] APHA, American Public Health Association, Standard Methods for Estimation of water and Wastewater, AWWA, Water Pollution Control Federation, New York, 19 (1995). 
[5] Pradeep Jain K., Hydrology and quality of groundwater Hirapur district, Sagar (M.P), Pollution Research, 17(1), 91-94 (1998) 
[6] Bhattacharya T., Chakraborty S. and Tuck Neha., Physico chemical Characterization of groundwater of Anand district, Gujarat, India, I. Res. J. Environment Sci., 1(1), 28-33 (2012) 
[7] KoulNishtha, Lokhande R. S. and Dhar J. K., Physico-Chemical, Bacteriological and Pesticide analysis of Tap Water in Millennium City Gurgoan, Haryana, India, I.Res. J. Environment Sci.,1(2), 1-7 (2012) 
[8] Chari K.V.R. and Lavanya M.G., Groundwater contamination in Cuddapah urban area, Andhra Pradesh, In Proceedings on regional Workshop of 
Environmental aspects of groundwater development. KU, Kurukshetra Oct. 17-19, Kurukshetra, India, 130-134 (1994) 
[9] Varadarajan N., Purandara B.K. and Bhism Kumar., Assessment of groundwater quality in GhataprabhaCommand area, Karnataka, India, J. Environ. Science and Engg.,53(3), 341-348 (2011) 
[10] Chadrik Rout.AndArabinda Sharma., Assessment of drinking water quality, a case study of Ambala cantonment area, Hariyana, India, International Journal of Environmental Sciences, 2(2), 933–945 (2011) 
[11] ZahirHussain A. and Abdul Jameel. M., Monitoring the quality of groundwater on the bank of Uyyakondan channel of river Cauvery at Tiruchirappalli, Tamilnadu, India, Environmental Monitoring and Assessment, 10.10007/s 10661, 011, 1910–14 (2011) 
[12] VenkateswaraRao B., Physico-chemical analysis of selected groundwater samples of Vijayawada rural and urban in Krishna district, Andhra Pradesh, India, International Journal Environmental Sciences, 2(2), 710-714 (2011) 
[13] Basic Information in Nitrates in Drinking Water, Basic information about Regulated Drinking WaterContaminants, US-EPA-Environment Protection Agency (2012) 
[14] Jain C.K., Bhatio, K.K. and Kumar, S.R., Groundwater quality in malaprabha sub-basin Karnataka, International Journal of Environmental Protection, 23(3), 321-329 (2005)
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 
_______________________________________________________________________________________ 
Volume: 03 Special Issue: 11 | NCAMESHE - 2014 | Jun-2014, Available @ http://www.ijret.org 90 
[15] MangaleSapana M., ChondeSonal G. and Raut P.D. Use of MoringaOleifera (Drumstick) seed as Natural Absorbent and an Antimicrobial agent for Groundwater Treatment, Res. J. Recent Sci., 1(3), 31- 40 (2012) 
[16] Indrani Gupta., AbhaysinghSalunkhe., Nanda Rohra. and Rakesh Kumar., Groundwater quality in Maharashtra,India, Focus on Nitrate pollution, Journal of Environmental Science and Engineering, 43(4), 453-462 (2011) 
[17] Rajmohan N. and Elango L., Nutrient chemistry of groundwater in an intensively irrigated region of southern India, Environmental Geology, 47, 820-830 (2005)

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A study on under groundwater pollution at namakkal

  • 1. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 03 Special Issue: 11 | NCAMESHE - 2014 | Jun-2014, Available @ http://www.ijret.org 85 A STUDY ON UNDER GROUNDWATER POLLUTION AT NAMAKKAL DISTRICT, TAMILNADU, INDIA Vignesh P. N1, Vinothkumar M2 1PG Scholar, Knowledge Institute of Technology, Salem, India 2Asst.proffessor, Department of Mechanical Engineering, Knowledge Institute of Technology, Salem, India Abstract Due to the monsoon changes and the failure of rainfall the drinking water scarcity become the most important problem. The groundwater is one of the most important sources for drinking water nowadays. However due to the dumping of municipal wastes and agricultural wastes in to the ground and industrial waste water into the river leads to the contamination of groundwater. Thus the analysis of the groundwater quality is very important to protect the human health. So in this study an assessment of groundwater quality is conducted in and around Namakkal district, Tamilnadu, India. About twenty samples were taken from the wells and bore wells throughout the Namakkal district with necessary precaution and the physico-chemical and biological characteristics are analyzed. Keywords: water quality, groundwater contamination, drinking water, total dissolved solids. ---------------------------------------------------------------------***-------------------------------------------------------------------- 1. INTRODUCTION About seventy percentage of the earth is surrounded by water. But it is not suitable for drinking, so here is the actual drinking water scarcity problem will occurs. Groundwater is the only source for drinking water, but due to the discharge of industrial waste water in to the river without treating it properly it will contaminate the groundwater. The dumping of agricultural wastes and municipal wastes are also play an important role on contaminating the groundwater. Groundwater is an important water resource for domestic and agriculture in both rural and urban parts of India(Mohamed Hanipha and ZahirHussian, 2013). But people are not aware of diseases caused due to water contamination. Drinking water with good quality is very important to improve the life of people and prevent disease(Adewoya and Oludura, 2007). Namakkal district is start functioning as a separate district from 01-01-1997. It is separate from Salem district. The geographical area of the Namakkal district is of about 3363sq.km. It lies between 11°13’8.4”North latitudes and 78°10’1.2”East longitudes. Namakkal district is surrounded by Salem and Trichy on the eastern side, erode on western side, Salem on northern side, Karur on southern side. The northern sides of the Namakkal district are mountains and the southern sides are plain areas. Agriculture is the important occupation of the people. Lorry body building industries is also a landmark for Namakkal district. The northeast monsoon and southwest monsoon gives rainfall to this district. The rivers in this district are Aiyaru, Cauvery, Karipottan Aaru and Thirumanimutharu. Dug wells and bore wells provides drinking water when compared to other sources. Hence the assessment of the groundwater quality is carried out in order to find out the contaminants that present in the drinking water. The parameters such as electrical conductivity, pH, alkalinity, total hardness, Calcium, magnesium, sodium, potassium, iron, manganese, chloride, fluoride, ammonia, sulphate, phosphate and nitrate are analyzed and compared with WHO. (1992) standards. 2. SAMPLES AND METHODS The samples were taken all around the Namakkal district. About twenty places were chosen and are named as Area1 to Area20 (A1-A20). The Areasare Atthanoor (A1), Vennandur (A2), Gurusamypalayam (A3), Vaiyappamalai (A4), Elachipalayam (A5), Thiruchengode (A6), Malasamuthiram (A7), Pallippalayam (A8), Mohanur (A9), Paramathi (A10), Velur (A11), Erumapatty (A12), Namakkal (A13), Sendhamangalam (A14), Bellukurichy (A15), Rasipuram (A16), Namagiripet (A17), Mettala (A18), Aayilpatty (A19) andmangalapuram (A20). The samples are collected in a 1000ml plastic container with necessary precautions and they are properly sealed and send to the laboratory for analysis as per APHA. (1995) standards 3. RESULTS AND DISCUSSIONS The results obtained from samples are tabulated in table-1. The obtained results are then compared with the WHO standards and discussed. 3.1 Electrical Conductivity (EC) The electrical conductance value of all the samples varies in the range of 124 to 4970 micro mho/cm. The maximum electrical conductivity value of (4970 micro mho/cm) was found in the Area (A15) and the minimum value of (124 micro mho/cm) was found in the Area (A20).The electrical
  • 2. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 03 Special Issue: 11 | NCAMESHE - 2014 | Jun-2014, Available @ http://www.ijret.org 86 conductance is a good indication of total dissolved solids which is a measure of salinity that affects the taste of portable water (Pradeep Jain, 1998). The electrical conductivity is also influenced by ionic mobility, ionic valence and temperature (Mohamed Hanipha and ZahirHussian, 2013). 3.2 Total Dissolved Solids (TDS) The total dissolved solids in water are due to the presence of sodium, potassium, calcium, magnesium, manganese, carbonates, bicarbonates, chlorides, phosphates, organic matters and other particles (Bhattachary et al., 2012). The value of the total dissolved solids of all samples varies in the range of 87 to 3479 mg/l. The maximum value was obtained at the Area (A15) and the minimum value was obtained at the Area (A20). The maximum allowable limit of total dissolved solids in groundwater for domestic purpose is 1500mg/l WHO. (1992). According to the classification of drinking water on the basics of TDS values, the AREA (A15) is found to be moderately saline, the Areas (A1, A2, A3, A5, A7, A8, A9, A10, A11, A12, A13,A16,A17&A18) are found to be slightly-saline and the Areas (A4, A6, A14, A19 &A20) are found to be non-saline. 3.3 pH The purpose of finding the pH value is to determine whether the drinking water is acidic or alkaline in nature. The pH value of the samples varies in the range of 6.78 to 7.98. The maximum value of pH was obtained at the Area (A1), and the minimum value of the pH was obtained at the Area (A19). The permissible amount of the pH value in the groundwater is 7.0 to 8.5. The Areas (A5, A10, A20, A13, A3, A8& A19) the pH value is less than the permissible limit it showed that they are of alkaline in nature. If the pH value lies beyond the limit it affects the mucous membrane of the cells(KoulNishtha et al., 2012). 3.4 Calcium (Ca) Calcium is an essential nutrition element for human being and aids in maintaining the structure of plant cells and soils(Chari and Lavanya, 1994).The value of calcium of all the samples varies in the range of 8 to 292mg/l. The maximum value of the calcium was obtained at the Area (A15), and the minimum value of the calcium was obtained at the Area (A20). The Areas (A3, A8, & A15) the values are found to be greater than the permissible limit (200 mg/l). 3.5 Magnesium (Mg) The magnesium value of all the samples varies in the range of 4 to 168 mg/l. The maximum value of magnesium was obtained at the Area (A15), and the minimum value of the magnesium was obtained at the Area (A20). The permissible limit of the magnesium value in the groundwater is 150 mg/l according to the WHO standards. All the Areas other than the Area (A15) are lies in the permissible limit. Magnesium generally occurs in lesser concentration than calcium because of dissolution of magnesium rich mineral is slow process and calcium is more abundant in earth crust (Varadarajan et al., 2012). 3.6 Sodium (Na) Sodium and potassium are the most important minerals occurring naturally in the groundwater. These two elements are directly added into the groundwater from industrial and domestic wastesand contribute salinity of water(Chari and Lavanya, 1994). The sodium value of all the samples varies in the range of 12 to 544 mg/l. the maximum value of the sodium was obtained at the Area (A15),and the minimum value was obtained at the Area (A20). The permissible limit of sodium value in the groundwater is200 mg/l as per the WHO standards. The Areas (A1, A3, A5, A7, A8, A9, A10, A12, A13& A15) the sodium value exceed beyond the permissible limit. High concentration of sodium ion in drinking water may cause heart problems and high sodium in irrigating water may cause salinity problems (ChadrikRout.andArabinda Sharma, 2011). 3.7 Potassium (K) The naturally occurring minerals in the groundwater are sodium and potassium. The potassium value of all the samples varies in the range of 2 to 92 mg/l. The maximum value of potassium is obtained at the Area (A15), the minimum value of potassium was obtained at the Area (20). High amount of potassium in the groundwater sample is due to the presence of silicate minerals from igneous and metamorphic rocks (ZahirHussain and Abdul Jameel, 2011). 3.8 Iron (Fe) The iron value of all the samples varies in the range of 2.8 to 0 mg/l. The maximum value of iron is obtained at the Area (A15). And the minimum value of the iron is obtained at the Area (A20). The permissible limit of the iron value in the groundwater is 0.3 mg/l as per WHO standards .The Areas (A4, A6, A11, A14, A19& A20) other than this exceeds the permissible limit. 3.9 Manganese (Mn) The manganese value of all the samples varies in the range of 0to 0.5 mg/l. The maximum value of the manganese is obtained at the Areas (A3 &A15). The minimum value of the manganese is obtained in the Areas except the Areas (A3 & A15). The permissible limit of the manganese value in the groundwater is 0.3 mg/l as per WHO standards. There is no manganese concentration in the groundwater except the Areas (A3, A15) in this analysis. 3.10 Ammonia (NH3) The ammonia value of all the samples varies in the range of 0to 2.5 mg/l. The maximum value of the ammonia is obtained at the Areas (A1, A10& A15). The minimum value of the manganese is obtained in the Areas (A4, A6, A14& A20). The permissible limit of the manganese value in the groundwateris 0.5 mg/l as per WHO standards. There is no
  • 3. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 03 Special Issue: 11 | NCAMESHE - 2014 | Jun-2014, Available @ http://www.ijret.org 87 manganese concentration in the groundwater at the Areas (A4, A6, A14& A20). 3.11 Nitrate (NO3) The nitrate value of all the samples varies in the range of 0 to 112 mg/l. The maximum value of the ammonia is obtained at the Area (A15). The minimum value of the manganese is obtained in the Area (A20). The permissible limit of the manganese value in the groundwater is 45 mg/l as per WHO standards. The contamination of groundwater may be due to sewage and other wastes rich in nitrates (VenkateswaraRao, 2011). The presence of nitrate in groundwater may be due to leaching of nitrate with percolating powder(Mohamed Hanipha and ZahirHussian, 2013).Toxicity of nitrates in infants causes methaemoglobiaemia (US-EPA-Environment Protection Agency,2012). 3.12 Chloride (Cl) The chloride value of all the samples varies in the range of 16 to 1190 mg/l. The maximum value of the chloride is obtained at the Area (A15). The minimum value of the chloride is obtained in the Area (A20). The permissible limit of the chloride value in the groundwater is 250 mg/l as per WHO standards. All the Areas except the Areas (A2, A4, A6, A14, A17, A19& A20) have higher chloride value than the permissible value. Excessive chloride in portable water is particularly but the criteria set for chloride value is based on its potentially high corrosiveness1. Soil porosity and permeability also play an important role in building up the chloride value (Jain et al., 2005). 3.13 Fluoride (F) The fluoride value of all the samples varies in the range of 0.4 to 3.5 mg/l. The maximum value of the fluoride is obtained at the Area (A3). The minimum value of the fluoride is obtained in the Area (A19). The permissible limit of the fluoride value in the groundwater is 1.0 mg/l as per WHO standards. All the Areas except the Areas (A2, A12, A13, A17, A18, A19& A20) have higher fluoride value than the permissible value. The high concentration of the fluoride is due to fertilizer usage in agricultural activities for killing the insects. Skeletal fluorosis is an important disease due to presence of high fluoride content in groundwater (MangaleSapana et al., 2012). 3.14 Sulphate (SO4) The sulphate value of all the samples varies in the range of 2 to 250 mg/l. The maximum value of the sulphate is obtained at the Area (A15). The minimum value of the sulphate is obtained in the Area (A20). The permissible limit of the sulphate value in the groundwater is 200 mg/l as per WHO standards. The Area (A15) has higher sulphate value than the permissible value. High concentration of sulphate may cause gastro-intestinal irritation particularly when magnesium and sodium ions are also present in drinking water resources (Indrani Gupta et al., 2011). 3.15 Phosphate (PO4) The phosphate value of all the samples varies in the range of 0 to 2.2 mg/l. The maximum value of the phosphate is obtained at the Area (A10). The minimum value of the phosphate is obtained in the Area (A20). The permissible limit of the phosphate value in the groundwater is 0.1 mg/l as per WHO standards. All the Areas except the Areas (A4, A6, A14& A20) have higher phosphate value than the permissible value. Normal water contains only a minimum phosphorus level because of low solubility of native phosphate minerals and the ability of soil to retain phosphate (Rajmohan and Elango, 2005). 4. CONCLUSIONS About 20 samples were taken in and around Namakkal district and analyzed for Electric conductivity, total dissolved solids, pH, Ca, Mg, Na, K, Fe, Mn, NH3, NO3, Cl, F, SO4 and PO4 using standard procedure. Based on this the Anion and Cation SUM are calculated to determine whether the groundwater is suitable for drinking purpose or not. It is found that only 49% is suitable for drinking purpose. The remaining Areas are having contaminated water greater than the permissible limit.so this Areas are constantly monitored and necessary actions should be taken for improving the groundwater quality and also the health of the people.
  • 4. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 03 Special Issue: 11 | NCAMESHE - 2014 | Jun-2014, Available @ http://www.ijret.org 88 Outline MAP of India Outline MAP of Tamilnadu Outline MAP of Namakkal Table-1: Physico-Chemical Characteristics of Groundwater of Namakkal District Area no EC TDS pH Ca2+ Mg2+ Na+ K+ Fe2- Mn NH3 NO3- Cl- F- SO42- PO43- Anion sum Cation sum P/NP A1 2480 1736 7.98 182 50 254 26 1.8 0 2.5 36 424 1.8 120 1.5 1.106 1.004 NP A2 1452 1016 7.34 96 30 151 28 0.6 0 1.5 32 176 0.8 52 1.0 1.036 1.003 P A3 3530 2471 6.89 220 124 359 52 2.5 0.5 1.6 86 624 3.5 150 2.0 1.040 1.081 NP A4 1242 869 7.42 72 24 130 16 0.3 0 0 14 196 2.4 24 0 0.980 0.938 NP A5 3280 2296 6.98 164 96 378 48 2.2 0 2.4 56 624 1.2 150 1.4 1.092 1.029 NP A6 1185 830 7.44 86 26 125 14 0.3 0 0 17 112 1.2 76 0 0.977 1.032 P A7 2598 1819 7.02 184 50 266 30 2.4 0 2.2 52 424 2.2 90 1.8 1.073 0.987 NP A8 2990 2093 6.85 224 60 305 34 1.5 0 1.5 68 524 1.4 130 1.2 1.083 1.012 NP A9 3310 2317 7.22 176 108 396 52 1.8 0 1.5 76 764 2.6 180 1.2 1.091 1.095 NP A10 2867 2007 6.98 144 68 356 46 0.5 0 2.5 44 656 1.8 120 2.2 1.029 1.027 NP A11 1596 1117 7.42 94 28 166 20 0.2 0 0.8 44 288 1.2 68 0.2 1.093 0.923 P A12 2060 1442 7.01 138 38 212 24 1.2 0 0.8 38 336 1.0 90 1.0 1.101 0.964 NP
  • 5. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 03 Special Issue: 11 | NCAMESHE - 2014 | Jun-2014, Available @ http://www.ijret.org 89 A13 2240 1568 6.94 144 42 230 26 0.8 0 1.5 42 340 0.4 110 0.6 1.075 0.952 NP A14 1224 857 7.44 82 26 128 16 0.3 0 0 26 144 1.2 56 0 1.043 1.000 P A15 4970 3479 7.73 292 168 544 92 2.8 0.5 2.5 112 1190 2.4 250 1.8 1.066 1.095 NP A16 1904 1333 7.37 118 34 196 22 0.4 0 1.8 42 276 1.2 40 1.5 1.039 0.934 P A17 1563 1094 7.87 104 58 124 24 0.6 0 1.5 32 168 1.0 72 1.0 1.087 1.022 P A18 1872 1310 7.06 118 34 193 22 0.6 0 1.0 44 280 1.0 60 0.6 1.086 0.946 P A19 325 228 6.78 20 12 30 2 0.3 0 0.4 3 32 0.4 6 0.2 1.094 1.029 P A20 124 87 6.96 8 4 12 2 0 0 0 0 16 0.6 2 0 1.043 1.050 P All parameters are expressed in mg/l except pH and EC. EC in micro mho/cm Table-2: Classification of Groundwater based ON TDS TDS mg/l Description No of Samples ≤ 1000 Non-saline 5 1000-3000 Slightly-saline 14 3000-10000 Moderately-saline 1 ≥10000 Very-saline 0 REFERENCES [1] Mohamed Hanipha M. and ZahirHussian A., Study of Groundwater Quality at Dindigul Town, Tamilnadu, India, international journal on environmental sciences, 2(1), 68-73, January(2013). [2] Adewoya B.L. and Oludura A.O., Efficiency of MorignaOleifera Seeds Extract on Microflora of Surface and Groundwater, Journal of Plant Sciences, 6, 453-438 (2007). [3] WHO, International standards for drinking water, World Health Organization, Geneva, Switzerland (1992) [4] APHA, American Public Health Association, Standard Methods for Estimation of water and Wastewater, AWWA, Water Pollution Control Federation, New York, 19 (1995). [5] Pradeep Jain K., Hydrology and quality of groundwater Hirapur district, Sagar (M.P), Pollution Research, 17(1), 91-94 (1998) [6] Bhattacharya T., Chakraborty S. and Tuck Neha., Physico chemical Characterization of groundwater of Anand district, Gujarat, India, I. Res. J. Environment Sci., 1(1), 28-33 (2012) [7] KoulNishtha, Lokhande R. S. and Dhar J. K., Physico-Chemical, Bacteriological and Pesticide analysis of Tap Water in Millennium City Gurgoan, Haryana, India, I.Res. J. Environment Sci.,1(2), 1-7 (2012) [8] Chari K.V.R. and Lavanya M.G., Groundwater contamination in Cuddapah urban area, Andhra Pradesh, In Proceedings on regional Workshop of Environmental aspects of groundwater development. KU, Kurukshetra Oct. 17-19, Kurukshetra, India, 130-134 (1994) [9] Varadarajan N., Purandara B.K. and Bhism Kumar., Assessment of groundwater quality in GhataprabhaCommand area, Karnataka, India, J. Environ. Science and Engg.,53(3), 341-348 (2011) [10] Chadrik Rout.AndArabinda Sharma., Assessment of drinking water quality, a case study of Ambala cantonment area, Hariyana, India, International Journal of Environmental Sciences, 2(2), 933–945 (2011) [11] ZahirHussain A. and Abdul Jameel. M., Monitoring the quality of groundwater on the bank of Uyyakondan channel of river Cauvery at Tiruchirappalli, Tamilnadu, India, Environmental Monitoring and Assessment, 10.10007/s 10661, 011, 1910–14 (2011) [12] VenkateswaraRao B., Physico-chemical analysis of selected groundwater samples of Vijayawada rural and urban in Krishna district, Andhra Pradesh, India, International Journal Environmental Sciences, 2(2), 710-714 (2011) [13] Basic Information in Nitrates in Drinking Water, Basic information about Regulated Drinking WaterContaminants, US-EPA-Environment Protection Agency (2012) [14] Jain C.K., Bhatio, K.K. and Kumar, S.R., Groundwater quality in malaprabha sub-basin Karnataka, International Journal of Environmental Protection, 23(3), 321-329 (2005)
  • 6. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 03 Special Issue: 11 | NCAMESHE - 2014 | Jun-2014, Available @ http://www.ijret.org 90 [15] MangaleSapana M., ChondeSonal G. and Raut P.D. Use of MoringaOleifera (Drumstick) seed as Natural Absorbent and an Antimicrobial agent for Groundwater Treatment, Res. J. Recent Sci., 1(3), 31- 40 (2012) [16] Indrani Gupta., AbhaysinghSalunkhe., Nanda Rohra. and Rakesh Kumar., Groundwater quality in Maharashtra,India, Focus on Nitrate pollution, Journal of Environmental Science and Engineering, 43(4), 453-462 (2011) [17] Rajmohan N. and Elango L., Nutrient chemistry of groundwater in an intensively irrigated region of southern India, Environmental Geology, 47, 820-830 (2005)