# Assessment of Groundwater Quality along the Cooum River, Chennai, Tamil Nadu, India

Authors: N. S. Elangovan; M. Dharmendirakumar
Journal: Journal of Chemistry
 (2013)

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## Abstract

Groundwater quality in Chennai city along the Cooum river, during the premonsoon (June–July) and postmonsoon (Dec–Jan) for three years, from 2009 to 2011, was analyzed. Groundwater samples were collected from 20 bore wells on either side of the river. The analysis focused on the determination of seven specific water quality parameters, namely, pH, EC, TDS, BOD, COD, Na and Pb, using standard procedures. The statistical analysis, like the mean and standard deviation, coefficient of variance, and correlation, and multilinear regression analysis of the obtained data were carried out. The analysis of the collected samples reveals that the stated water quality parameters have not complied with the WHO standards, and the water is not fit for drinking and domestic purposes. The correlation and multilinear regression analyses suggest that the conductivity has a significant correlation with the other six considered water quality parameters.


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## Body

## 1. Introduction

Groundwater is a natural precious resource that sustains the basic needs of all living creatures. It cannot be created or supplemented electronically or hydrologically or by any other means [1, 2]. People living on earth suffer without potable water, though the earth is covered by 75% of water. Groundwater serves as a vital source for domestic, agricultural, and industrial uses [3, 4]. In Chennai city, the growing urbanization and rapid industrialization lead to the generation of huge quantities of waste water. The uncontrolled discharge of sewage, garbage, and industrial effluents into the downstream of the Cooum river, percolates through the soil and contaminates the Groundwater sources. As per the WHO [5], about 80% of all the diseases in human beings are caused by impure water. The Cooum river originates in Tiruvallur district, traversing about 70 km and ends in Chennai city, draining into the Bay of Bengal. Of this 16 km, the study area falls within Chennai city. In Chennai district, the river flows through three corporation zones, namely, Kilpauk, Nungambakkam, and Triplicane.The Cooum river is 80% more polluted than the treated sewage [6]. Hence, a periodic assessment of the Groundwater becomes necessary to ensure the suitability of water for drinking. Considering these aspects, the present study focuses on analyzing the specific water quality parameters of some groundwater samples on either side of the Cooum river within the city limits as shown in Figure 1.Figure 1
A map showing sampling locations along the Cooum river.


## 2. Experimental

### 2.1. Study Area

The study area, along the Cooum river in Chennai district of Tamil Nadu, India, lies between latitude 13°4′5.18′′ north and longitude 80°17′9.06′′ east. The Cooum river is the starting point where the municipalities and town Panchayats that lie on either side of the river discharge both treated and untreated industrial effluents and domestic sewage in addition to the bathing of animals, human activities, washing of vehicles directly or by feeder drains into the 16 km length of the Cooum river [7]. People living near this area depend on bore wells for their daily requirement. The literature survey reveals that no Groundwater studies on bore wells close to the river were done so far. Hence, the study has been carried out on 20 different sites that cover the area of 16×2 km, which includes 10 sites on the left side of the river and 10 sites on the right side of the river, to assess the impact of the percolation of the river water flow on the Groundwater. The location of the sample sites was given in Tables 1 and 2.Table 1
Detail of sample sites along the left side (SL) of the Cooum river.
Site no.
Area
Latitude/longitude
Depth of bore well (m)
Apparent water quality
SL1
Arumbakkam
13°4′30.8′′N 80°12′29.43′′E
33
Odorless, colorless
SL2
Nungambakkam
13°3′57.27′′N 80°13′56.37′′E
34
Odorless, colorless
SL3
Chintadripet
13°80°14′55N 42′′3′59.60′′E
34
Odorless, colorless
SL4
Chintadripet
13°4′20.64′′N 80°16′11.27′′E
35
Odorless, colorless
SL5
Nungambakkam,
13°3′32.72′′N 80°14′15.82′′E
33
Odorless, colorless
SL6
MMDA Colony
13°3′59.42′′N 80°12′49.54′′E
35
Odorless, colorless
SL7
Choolaimedu
13°3′34.67′′N 80°13′32.62′′E
33
Odorless, colorless
SL8
Chinmaya Nagar
13°3′42.89′′N 80°11′44.15′′E
34
Odorless, colorless
SL9
Vadapalani
13°3′23.42′′N 80°12′20.09′′E
33
Odorless, colorless
SL10
Gopalapuram
13°3′2.11′′N 80°15′22.76′′E
32
Turns yellowishTable 2
Detail of sample sites along the right side (SR) of the Cooum river.
Site no.
Area
Latitude/longitude
Depth of bore well (m)
Apparent water quality
SR1
Aayiram Vilakku
13°3′59.72′′N 80°15′28.38′′E
34
Odorless, colorless
SR2
Anna Salai
13°4′27.13′′N 80°16′51.48′′E
33
Odorless, colorless
SR3
Anna Nagar
13°4′49.15′′N 80°12′16.12′′E
33
Odorless, colorless
SR4
Anna Nagar East
13°5′9.70′′N 80°13′13.17′′E
33
Odorless, colorless
SR5
Periamet
13°4′55.95′′N 80°16′8.52′′E
34
Odorless, colorless
SR6
Anna Nagar
13°5′13.13′′N 80°12′12.63′′E
33
Odorless, colorless
SR7
Kilpauk
13°4′53.24′′N 80°14′3.17′′E
33
Odorless, colorless
SR8
Egmore
13°4′30.59′′N 80°15′1.62′′E
32
Odorless, colorless
SR9
Periamet
13°4′52.49′′N 80°15′33.47′′E
33
Odorless, colorless
SR10
Purasavakkam
13°5′15.12′′N 80°14′50.71′′E
32
Odorless, colorless


### 2.2. Collection of Samples

Water samples were collected from the bore wells at a depth of 32–35 m below the ground level at 20 locations along the Cooum river. Two water samples were collected per year per sampling station covering both pre- and postmonsoon seasons. A total of 120 samples were tested and analyzed for a period of three years (2009–2011). The collected samples were stored in cleaned and well-dried brown polythene glass bottles (2.5 L), with necessary precautions (APHA, 1995) [8]. These bottles were labeled with respect to the collecting points, date, and time in order to avoid any error between collection and analysis. All the sample collections were immediately preserved in an icebox and brought to the laboratory for determining the specific water quality parameters.


### 2.3. Sample Analysis

The collected samples were analyzed for specific water quality parameters such as pH, electrical conductivity (EC), total dissolved solids (TDS), biochemical oxygen demand (BOD), chemical oxygen demand (COD), sodium (Na), and lead (Pb) using standard methods as tabulated in Table3. The World Health Organisation (WHO) permissible limit of drinking water quality parameters were specified in Table 4. The observed values of the above specified water quality parameters along the left and right sides of the river were shown in Figures 2(a)–8(a) and 2(b)–8(b) for the pre- and postmonsoon seasons. Tables 5 and 6 summarize the maximum, minimum, mean, and standard deviations and coefficient of variance (CV%) found in the different Groundwater samples for the pre- and postmonsoon seasons respectively. The correlation and multi linear regression analyses have also been carried out to find the correlation between the water quality parameters and are listed in Tables 7 and 8.Table 3
Methods used for analysis of quality parameters for the water samples.
Quality parameters studied
Methods used
pH
pH meter
Electrical conductivity
Conductivity meter
Total dissolved solids
Evaporation method
Biochemical oxygen demand
Modified Winkler’s method
Chemical oxygen demand
Titrated with an excess of K2Cr2O7
Sodium
Flame photometry
Lead
Atomic absorption spectrometryTable 4
Water quality parameters with respect to the WHO standards.
S. no
Parameter
WHO
1
pH
7.0–8.5
2
Electrical conductivity (EC) (μS/cm)
1400
3
Total dissolved solids (mg/L)
1000
4
Bio chemical oxygen demand (BOD) (mg/L)
5
5
Chemical oxygen demand (COD) (mg/L)
10
6
Sodium (mg/L)
200
7
Lead
0.01Table 5
Statistics  of three years (2009–2011) groundwater quality data—premonsoon.
Premonsoon
Parameter
Year
pH
EC(μS/cm)
TDS(mg/L)
BOD(mg/L)
COD(mg/L)
Na(mg/L)
Pb(mg/L)
2009
8.31
2173
2677
8.34
24.2
287
0.081
Max
2010
8.26
2296
2713
8.35
24.6
303
0.083
2011
8.3
2371
2892
8.56
24.8
313
0.087
2009
6.85
498
987
4.39
13.3
130
0.025
Min
2010
6.71
631
1048
4.24
11.1
137
0.03
2011
7.04
583
1010
4.64
11.8
150
0.036
2009
7.51
1355
1894.15
6.8135
18.73
219.75
0.0585
Mean
2010
7.4185
1515.95
2029
6.74
18.755
226.55
0.055
2011
7.548
1523.75
2073.5
6.8995
19.72
230
0.0642
2009
0.41391
570.724
575.614
1.27868
3.4278
53.18
0.01494
Std.
2010
0.44131
536.77
577.915
1.37405
4.0111
55.006
0.014567
2011
0.36026
559.887
585.852
1.34849
3.9107
57.544
0.014468
2009
5.51145
42.11985
30.38904
18.76686
18.30112
24.20023
25.53846
CV%
2010
5.9487
35.40816
28.48275
20.3865
21.38683
25.40013
26.48545
2011
4.7729
36.74402
28.25426
19.54475
19.83114
25.01913
22.53583Table 6
Statistics  of three years (2009–2011) groundwater quality data—postmonsoon.
Postmonsoon
Parameter
Year
pH
EC(μS/cm)
TDS(mg/L)
BOD(mg/L)
COD(mg/L)
Na(mg/L)
Pb(mg/L)
2009
7.7
2004
2605
8.97
23.7
313
0.081
Max
2010
7.7
2073
2673
8.39
24.3
300
0.08
2011
7.75
2207
2716
8.25
24.6
310
0.083
2009
6.7
508
905
4.3
10.3
120
0.03
Min
2010
6.6
557
981
4.37
10.9
127
0.03
2011
6.7
567
993
4.46
11.3
133
0.03
2009
7.222
1358.1
1873.35
6.6555
17.365
207.45
0.0528
Mean
2010
7.187
1422.35
1944.08
6.644
18.072
207.7
0.055
2011
7.2545
1490.05
2007.3
6.755
18.645
216.3
0.0578
2009
0.2658
453.16
574.18
1.25741
3.9141
56.049
0.014152
Std.
2010
0.29113
455.259
570.488
1.28389
3.987
58.448
0.01407
2011
0.284225
465.6663
581.9234
1.268574
3.997562
58.22199
0.014413
2009
3.680421
33.3672
30.64991
18.8928
22.54017
27.01808
26.80303
CV%
2010
4.050786
32.00752
29.34488
19.32405
22.06175
28.14059
25.58182
2011
3.917913
31.25172
28.99036
18.77978
21.4404
26.91724
24.93599Table 7
Correlation coefficient (r) for different water quality parameters—premonsoon.
Parameter
pH
EC
TDS
BOD
COD
Na
Pb
2009 premonsoon
pH
1
EC
0.251
1
TDS
0.331
0.96
1
BOD
0.217
0.831
0.785
1
COD
0.226
0.867
0.884
0.668
1
Na
0.449
0.926
0.895
0.878
0.768
1
Pb
0.103
0.761
0.819
0.829
0.709
0.821
1
2010 premonsoon
pH
1
EC
0.437
1
TDS
0.447
0.896
1
BOD
0.192
0.782
0.900
1
COD
0.442
0.911
0.863
0.762
1
Na
0.238
0.811
0.941
0.932
0.731
1
Pb
0.420
0.846
0.816
0.758
0.835
0.750
1
2011 premonsoon
pH
1
EC
0.191
1
TDS
0.352
0.950
1
BOD
0.185
0.876
0.859
1
COD
0.229
0.896
0.873
0.764
1
Na
0.370
0.896
0.947
0.888
0.767
1
Pb
0.186
0.856
0.855
0.694
0.874
0.766
1Table 8
Correlation coefficient (r) for different water quality parameters—postmonsoon.
Parameter
pH
EC
TDS
BOD
COD
Na
Pb
2009 postmonsoon
pH
1
EC
0.3
1
TDS
0.412
0.975
1
BOD
0.348
0.88
0.899
1
COD
0.182
0.935
0.89
0.811
1
Na
0.399
0.915
0.948
0.909
0.808
1
Pb
0.084
0.832
0.78
0.676
0.827
0.748
1
2010 postmonsoon
pH
1
EC
0.363
1
TDS
0.445
0.972
1
BOD
0.405
0.884
0.921
1
COD
0.244
0.933
0.893
0.829
1
Na
0.333
0.846
0.886
0.809
0.762
1
Pb
0.186
0.849
0.808
0.747
0.857
0.781
1
2011 postmonsoon
pH
1
EC
0.392
1
TDS
0.325
0.974
1
BOD
0.310
0.914
0.892
1
COD
0.164
0.895
0.935
0.812
1
Na
0.363
0.879
0.843
0.818
0.730
1
Pb
0.167
0.821
0.846
0.723
0.853
0.734
1(a) Observations of pH in water from the sites SL1–SL10 for the pre- and postmonsoon of 2009–2011. (b) Observations of pH in water from the sites SR1–SR10 for the pre- and postmonsoon of 2009–2011.
(a)
(b)(a) Observations of EC in water from the sites SL1–SL10 for the pre- and postmonsoon of 2009–2011. (b) Observations of EC in water from the sites SR1–SR10 for the pre- and postmonsoon of 2009–2011.
(a)
(b)(a) Observations of TDS in water from the sites SL1–SL10 for the pre- and postmonsoons of 2009–2011. (b) Observations of TDS in water from the sites SR1–SR10 for the pre- and postmonsoon of 2009–2011.
(a)
(b)(a) Observations of BOD in water from the sites SL1–SL10 for the pre- and postmonsoon of 2009–2011. (b) Observations of BOD in water from the sites SR1–SR10 for the pre- and postmonsoon of 2009–2011.
(a)
(b)(a) Observations of COD in water from the sites SL1–SL10 for the pre- and postmonsoon of 2009–2011. (b) Observations of COD in water from the sites SR1–SR10 for the pre- and postmonsoon of 2009–2011.
(a)
(b)(a) Observations of Na in water from the sites SL1–SL10 for the pre- and postmonsoon of 2009–2011. (b) Observations of Na in water from the sites SL1–SL10 for the pre- and postmonsoon of 2009–2011.
(a)
(b)(a) Observations of Pb in water from the sites SL1–SL10 for the pre- and postmonsoon of 2009–2011. (b) Observations of Pb in water from the sites SR1–SR10 for the pre- and postmonsoon of 2009–2011.
(a)
(b)


## 2.1. Study Area

The study area, along the Cooum river in Chennai district of Tamil Nadu, India, lies between latitude 13°4′5.18′′ north and longitude 80°17′9.06′′ east. The Cooum river is the starting point where the municipalities and town Panchayats that lie on either side of the river discharge both treated and untreated industrial effluents and domestic sewage in addition to the bathing of animals, human activities, washing of vehicles directly or by feeder drains into the 16 km length of the Cooum river [7]. People living near this area depend on bore wells for their daily requirement. The literature survey reveals that no Groundwater studies on bore wells close to the river were done so far. Hence, the study has been carried out on 20 different sites that cover the area of 16×2 km, which includes 10 sites on the left side of the river and 10 sites on the right side of the river, to assess the impact of the percolation of the river water flow on the Groundwater. The location of the sample sites was given in Tables 1 and 2.Table 1
Detail of sample sites along the left side (SL) of the Cooum river.
Site no.
Area
Latitude/longitude
Depth of bore well (m)
Apparent water quality
SL1
Arumbakkam
13°4′30.8′′N 80°12′29.43′′E
33
Odorless, colorless
SL2
Nungambakkam
13°3′57.27′′N 80°13′56.37′′E
34
Odorless, colorless
SL3
Chintadripet
13°80°14′55N 42′′3′59.60′′E
34
Odorless, colorless
SL4
Chintadripet
13°4′20.64′′N 80°16′11.27′′E
35
Odorless, colorless
SL5
Nungambakkam,
13°3′32.72′′N 80°14′15.82′′E
33
Odorless, colorless
SL6
MMDA Colony
13°3′59.42′′N 80°12′49.54′′E
35
Odorless, colorless
SL7
Choolaimedu
13°3′34.67′′N 80°13′32.62′′E
33
Odorless, colorless
SL8
Chinmaya Nagar
13°3′42.89′′N 80°11′44.15′′E
34
Odorless, colorless
SL9
Vadapalani
13°3′23.42′′N 80°12′20.09′′E
33
Odorless, colorless
SL10
Gopalapuram
13°3′2.11′′N 80°15′22.76′′E
32
Turns yellowishTable 2
Detail of sample sites along the right side (SR) of the Cooum river.
Site no.
Area
Latitude/longitude
Depth of bore well (m)
Apparent water quality
SR1
Aayiram Vilakku
13°3′59.72′′N 80°15′28.38′′E
34
Odorless, colorless
SR2
Anna Salai
13°4′27.13′′N 80°16′51.48′′E
33
Odorless, colorless
SR3
Anna Nagar
13°4′49.15′′N 80°12′16.12′′E
33
Odorless, colorless
SR4
Anna Nagar East
13°5′9.70′′N 80°13′13.17′′E
33
Odorless, colorless
SR5
Periamet
13°4′55.95′′N 80°16′8.52′′E
34
Odorless, colorless
SR6
Anna Nagar
13°5′13.13′′N 80°12′12.63′′E
33
Odorless, colorless
SR7
Kilpauk
13°4′53.24′′N 80°14′3.17′′E
33
Odorless, colorless
SR8
Egmore
13°4′30.59′′N 80°15′1.62′′E
32
Odorless, colorless
SR9
Periamet
13°4′52.49′′N 80°15′33.47′′E
33
Odorless, colorless
SR10
Purasavakkam
13°5′15.12′′N 80°14′50.71′′E
32
Odorless, colorless


## 2.2. Collection of Samples

Water samples were collected from the bore wells at a depth of 32–35 m below the ground level at 20 locations along the Cooum river. Two water samples were collected per year per sampling station covering both pre- and postmonsoon seasons. A total of 120 samples were tested and analyzed for a period of three years (2009–2011). The collected samples were stored in cleaned and well-dried brown polythene glass bottles (2.5 L), with necessary precautions (APHA, 1995) [8]. These bottles were labeled with respect to the collecting points, date, and time in order to avoid any error between collection and analysis. All the sample collections were immediately preserved in an icebox and brought to the laboratory for determining the specific water quality parameters.


## 2.3. Sample Analysis

The collected samples were analyzed for specific water quality parameters such as pH, electrical conductivity (EC), total dissolved solids (TDS), biochemical oxygen demand (BOD), chemical oxygen demand (COD), sodium (Na), and lead (Pb) using standard methods as tabulated in Table3. The World Health Organisation (WHO) permissible limit of drinking water quality parameters were specified in Table 4. The observed values of the above specified water quality parameters along the left and right sides of the river were shown in Figures 2(a)–8(a) and 2(b)–8(b) for the pre- and postmonsoon seasons. Tables 5 and 6 summarize the maximum, minimum, mean, and standard deviations and coefficient of variance (CV%) found in the different Groundwater samples for the pre- and postmonsoon seasons respectively. The correlation and multi linear regression analyses have also been carried out to find the correlation between the water quality parameters and are listed in Tables 7 and 8.Table 3
Methods used for analysis of quality parameters for the water samples.
Quality parameters studied
Methods used
pH
pH meter
Electrical conductivity
Conductivity meter
Total dissolved solids
Evaporation method
Biochemical oxygen demand
Modified Winkler’s method
Chemical oxygen demand
Titrated with an excess of K2Cr2O7
Sodium
Flame photometry
Lead
Atomic absorption spectrometryTable 4
Water quality parameters with respect to the WHO standards.
S. no
Parameter
WHO
1
pH
7.0–8.5
2
Electrical conductivity (EC) (μS/cm)
1400
3
Total dissolved solids (mg/L)
1000
4
Bio chemical oxygen demand (BOD) (mg/L)
5
5
Chemical oxygen demand (COD) (mg/L)
10
6
Sodium (mg/L)
200
7
Lead
0.01Table 5
Statistics  of three years (2009–2011) groundwater quality data—premonsoon.
Premonsoon
Parameter
Year
pH
EC(μS/cm)
TDS(mg/L)
BOD(mg/L)
COD(mg/L)
Na(mg/L)
Pb(mg/L)
2009
8.31
2173
2677
8.34
24.2
287
0.081
Max
2010
8.26
2296
2713
8.35
24.6
303
0.083
2011
8.3
2371
2892
8.56
24.8
313
0.087
2009
6.85
498
987
4.39
13.3
130
0.025
Min
2010
6.71
631
1048
4.24
11.1
137
0.03
2011
7.04
583
1010
4.64
11.8
150
0.036
2009
7.51
1355
1894.15
6.8135
18.73
219.75
0.0585
Mean
2010
7.4185
1515.95
2029
6.74
18.755
226.55
0.055
2011
7.548
1523.75
2073.5
6.8995
19.72
230
0.0642
2009
0.41391
570.724
575.614
1.27868
3.4278
53.18
0.01494
Std.
2010
0.44131
536.77
577.915
1.37405
4.0111
55.006
0.014567
2011
0.36026
559.887
585.852
1.34849
3.9107
57.544
0.014468
2009
5.51145
42.11985
30.38904
18.76686
18.30112
24.20023
25.53846
CV%
2010
5.9487
35.40816
28.48275
20.3865
21.38683
25.40013
26.48545
2011
4.7729
36.74402
28.25426
19.54475
19.83114
25.01913
22.53583Table 6
Statistics  of three years (2009–2011) groundwater quality data—postmonsoon.
Postmonsoon
Parameter
Year
pH
EC(μS/cm)
TDS(mg/L)
BOD(mg/L)
COD(mg/L)
Na(mg/L)
Pb(mg/L)
2009
7.7
2004
2605
8.97
23.7
313
0.081
Max
2010
7.7
2073
2673
8.39
24.3
300
0.08
2011
7.75
2207
2716
8.25
24.6
310
0.083
2009
6.7
508
905
4.3
10.3
120
0.03
Min
2010
6.6
557
981
4.37
10.9
127
0.03
2011
6.7
567
993
4.46
11.3
133
0.03
2009
7.222
1358.1
1873.35
6.6555
17.365
207.45
0.0528
Mean
2010
7.187
1422.35
1944.08
6.644
18.072
207.7
0.055
2011
7.2545
1490.05
2007.3
6.755
18.645
216.3
0.0578
2009
0.2658
453.16
574.18
1.25741
3.9141
56.049
0.014152
Std.
2010
0.29113
455.259
570.488
1.28389
3.987
58.448
0.01407
2011
0.284225
465.6663
581.9234
1.268574
3.997562
58.22199
0.014413
2009
3.680421
33.3672
30.64991
18.8928
22.54017
27.01808
26.80303
CV%
2010
4.050786
32.00752
29.34488
19.32405
22.06175
28.14059
25.58182
2011
3.917913
31.25172
28.99036
18.77978
21.4404
26.91724
24.93599Table 7
Correlation coefficient (r) for different water quality parameters—premonsoon.
Parameter
pH
EC
TDS
BOD
COD
Na
Pb
2009 premonsoon
pH
1
EC
0.251
1
TDS
0.331
0.96
1
BOD
0.217
0.831
0.785
1
COD
0.226
0.867
0.884
0.668
1
Na
0.449
0.926
0.895
0.878
0.768
1
Pb
0.103
0.761
0.819
0.829
0.709
0.821
1
2010 premonsoon
pH
1
EC
0.437
1
TDS
0.447
0.896
1
BOD
0.192
0.782
0.900
1
COD
0.442
0.911
0.863
0.762
1
Na
0.238
0.811
0.941
0.932
0.731
1
Pb
0.420
0.846
0.816
0.758
0.835
0.750
1
2011 premonsoon
pH
1
EC
0.191
1
TDS
0.352
0.950
1
BOD
0.185
0.876
0.859
1
COD
0.229
0.896
0.873
0.764
1
Na
0.370
0.896
0.947
0.888
0.767
1
Pb
0.186
0.856
0.855
0.694
0.874
0.766
1Table 8
Correlation coefficient (r) for different water quality parameters—postmonsoon.
Parameter
pH
EC
TDS
BOD
COD
Na
Pb
2009 postmonsoon
pH
1
EC
0.3
1
TDS
0.412
0.975
1
BOD
0.348
0.88
0.899
1
COD
0.182
0.935
0.89
0.811
1
Na
0.399
0.915
0.948
0.909
0.808
1
Pb
0.084
0.832
0.78
0.676
0.827
0.748
1
2010 postmonsoon
pH
1
EC
0.363
1
TDS
0.445
0.972
1
BOD
0.405
0.884
0.921
1
COD
0.244
0.933
0.893
0.829
1
Na
0.333
0.846
0.886
0.809
0.762
1
Pb
0.186
0.849
0.808
0.747
0.857
0.781
1
2011 postmonsoon
pH
1
EC
0.392
1
TDS
0.325
0.974
1
BOD
0.310
0.914
0.892
1
COD
0.164
0.895
0.935
0.812
1
Na
0.363
0.879
0.843
0.818
0.730
1
Pb
0.167
0.821
0.846
0.723
0.853
0.734
1(a) Observations of pH in water from the sites SL1–SL10 for the pre- and postmonsoon of 2009–2011. (b) Observations of pH in water from the sites SR1–SR10 for the pre- and postmonsoon of 2009–2011.
(a)
(b)(a) Observations of EC in water from the sites SL1–SL10 for the pre- and postmonsoon of 2009–2011. (b) Observations of EC in water from the sites SR1–SR10 for the pre- and postmonsoon of 2009–2011.
(a)
(b)(a) Observations of TDS in water from the sites SL1–SL10 for the pre- and postmonsoons of 2009–2011. (b) Observations of TDS in water from the sites SR1–SR10 for the pre- and postmonsoon of 2009–2011.
(a)
(b)(a) Observations of BOD in water from the sites SL1–SL10 for the pre- and postmonsoon of 2009–2011. (b) Observations of BOD in water from the sites SR1–SR10 for the pre- and postmonsoon of 2009–2011.
(a)
(b)(a) Observations of COD in water from the sites SL1–SL10 for the pre- and postmonsoon of 2009–2011. (b) Observations of COD in water from the sites SR1–SR10 for the pre- and postmonsoon of 2009–2011.
(a)
(b)(a) Observations of Na in water from the sites SL1–SL10 for the pre- and postmonsoon of 2009–2011. (b) Observations of Na in water from the sites SL1–SL10 for the pre- and postmonsoon of 2009–2011.
(a)
(b)(a) Observations of Pb in water from the sites SL1–SL10 for the pre- and postmonsoon of 2009–2011. (b) Observations of Pb in water from the sites SR1–SR10 for the pre- and postmonsoon of 2009–2011.
(a)
(b)


## 3. Results and Discussion

### 3.1. pH

pH is a measure of the concentration of hydrogen ions (H+) in water. Water with a pH value below 7 is said to be acidic, and water with a pH value above 7 is basic or alkaline in nature [9, 10].  For fish and aquatic life, the protection limit of the pH ranges from 6.0 to 9.0 The experimental values of the water samples were found to be between 6.71 and 8.31 during the premonsoon and between 6.6 and 7.7 during postmonsoon which are within the prescribed limit as suggested by WHO (Figures 2(a) and 2(b)). This shows that the pH of the water samples would not affect the domestic and aquatic system. The high pH value during the premonsoon indicates the surface water contamination resulting from the penetration into the Groundwater. The mean value of pH up to 7.548±0.36026 and 7.2545±0.284225 during the pre- and postmonsoon seasons indicates slight alkalinity nature, presumably due to the seepage of waste water from domestic use and industries. The maximum variance value during the premonsoon CV% = 5.948777 was found to be higher than that of the postmonsoon season, that is, CV% = 4.050786.


### 3.2. EC

Electrical conductivity is a measure of concentration of ionized substances that convey electric current in water [11]. The higher EC indicates how strong is current flow based on the amount of total dissolved salts. In the present study EC values were found within the range of 498–2371 μS/cm and 508–2207 μS/cm during pre- and postmonsoon seasons (Figures 3(a) and 3(b)). The mean SR1–SR10 for the pre- and postmonsoon of 2009–2011 value of EC upto 1523.75±559.89 μS/cm and 1490.05±465.66 μS/cm during pre- and postmonsoon shows that the higher concentration of EC was due to the higher amount of TDS. The analysis of the study period from 2009 to 2011 shows the increasing level of EC that enhances the level of the ionized substances of the water. The maximum variance value during premonsoon CV% = 42.11 was found to be higher than that of the postmonsoon season, that is, CV% = 33.3672.


### 3.3. TDS

TDS is a measure of the combined concentration of cations and anions [12]. The major components of TDS include bicarbonate (HCO3-), sulphate (SO42-), hydrogen (H+), silica (SiO4), chlorine (Cl-), calcium  (Ca+2), magnesium (Mg+2), sodium (Na+), potassium (K+), nitrates (NO3-), and phosphate (PO43-). The TDS of the Groundwater is mainly due to the vegetable decay and the disposal of effluents from industries. The TDS values of the sampling sites varied from 987 to 2892 mg/L and 905 to 2716 mg/L during the pre- and postmonsoon seasons. The present investigation shows that all the samples exceeded the limit prescribed by WHO, except the sample of the site SR10 (Figures 4(a) and 4(b)). The mean values of the TDS were found to be 2073.5±585.85 mg/L and 2007.3±581.92 mg/L during the pre- and postmonsoon seasons. This reveals the high concentration of the TDS value during the premonsoon due to the evaporation of water. The Maximum variance value during the premonsoon CV% = 30.38904 was found to be higher than that of the postmonsoon season that is, CV% = 30.64991.


### 3.4. BOD

The BOD values indicate the amount of organic waste present in the water [13]. The analyzed BOD values varied from 4.24 to 8.56 mg/L and from 4.3 to 8.97 mg/L during the pre- and postmonsoons, indicating that the value of BOD is higher during the postmonsoon season, presumably due to the percolation of industrial effluents and domestic wastes into the Groundwater. The sampling sites SL1, SL3, SL4, SR1–SR3, SR8 showed higher BOD values than those permitted by WHO (Figures 5(a) and 5(b)). The mean value of BOD was 6.8995±1.34 mg/L and 6.755±1.27 mg/L during the pre- and postmonsoons which shows the presence of soluble salts in the sampling sites. The maximum variance value during the premonsoon of CV% = 20.38 was found to be higher than the postmonsoon seasons  CV% = 19.32.


### 3.5. COD

The COD level indicates the amount of toxicity in water [14]. The observed values of the COD in both the seasons from all the sampling sites were found to exceed the permissible limit (Figures 6(a) and 6(b)). The analyzed COD values of the sampling sites varied from 11.1 to 24.8 mg/L and from 10.3 to 24.6 mg/L for the pre- and postmonsoon seasons. The observed COD value was higher during premonsoon the season, presumably due to the decreased flow of water during this period. The mean value of 19.72±3.9 mg/L and 18.645±3.99 mg/L indicates that the COD values were above the desirable limit during the pre- and postmonsoon seasons. The maximum variance value during the premonsoon CV% = 20.3865 was found to be higher than the postmonsoon seasons  CV% = 19.32. The analyzed COD values were found to be higher than the BOD values. This indicates the ample presence of chemically oxidizable substances of which the majority are nonbiodegradable [15].


### 3.6. Na

The higher concentration of sodium in the Groundwater causes cardiovascular diseases and toxemia in pregnant women [16]. The sodium of the water samples collected lies in the range of 130–313 mg/L and 120–313 mg/L during the pre- and postmonsoon seasons. The mean values of 230±57.54 mg/L and 216.3±58.22 mg/L during the pre- and postmonsoon seasons show that domestic discharge may contribute to increase the sodium content through leaching [17]. The present analysis shows that the sampling points SL1–SL4, SR1–SR5, SR8, SR9 (Figures 7(a) and 7(b)) exceed the permissible value. The maximum variance value during the premonsoon of CV% = 25.01 was found lower than that of the postmonsoon season, that is, CV% = 28.14.


### 3.7. Pb

Lead (Pb) is a heavy metal gets into the environment through waste water or solid waste disposal. High concentration of lead causes kidney damage, bone damage, and nervous disorder [18]. The lead concentrations in the samples were found to be between 0.025 and 0.087 mg/L and between 0.03 and 0.083 mg/L for the pre- and postmonsoon seasons, respectively (Figures 8(a) and 8(b)). The present study shows that all the samples obtained from the adjoining bore wells were above the permissible limit; the mean value of Pb is above the limit due to the seepage of the Cooum water into the Groundwater and  indicats its toxicity during the pre- and postmonsoon of seasons (0.0642±0.014 mg/L and 0.0578±0.014 mg/L). The maximum variance found during the postmonsoon of CV% = 26.80 was higher than that of the premonsoon season, that is, CV% = 26.48.


### 3.8. Statistical Analysis

The statistical relationship between the water quality parameters was examined, through the analysis of the linear correlation method [19, 20]. The correlation coefficient r between two parameters, x and y, is determined using the following equation:
(1)r=n∑xy-∑x∑y[n∑x2-(∑x)2][n∑y2-(∑y)2],
where x = values of the x-variable; y = values of the y-variable; n = number of data points.A positive correlation exists when an increase in the value of one parameter is associated with a corresponding increase in the value of another parameter. The correlation matrices for all the samples of three years during pre- and postmonsoon seasons are listed in Tables7 and 8. According to the guidelines, the correlation is good if r>0.6 and marginal if 0.47<r<0.6. The conductivity shows a significant correlation with the other parameters, like TDS, BOD, COD, Na, Pb with (r>0.7610) and (r>0.821) during the pre- and postmonsoon seasons except the pH. The correlation between the pH and Na (r>0.278) and (r>0.333) during the pre- and postmonsoons indicates the level of bicarbonate and carbonate of sodium in the Groundwater samples, and hence, the presence of alkanity of the water [21]. The BOD and COD shows a good correlation with (r>0.668) and (r>0.676) during pre- and postmonsoons. The high degree of association between the TDS and Na (r>0.926 & r>0.843) during the pre- and postmonsoon seasons indicates the anthropogenic activities such as discharge of sewage, which percolates and mixes with Groundwater [22].Multivariate methods like cluster analysis, factor analysis, principal component analysis, discriminate analysis, neuron net classification, and multiple regression analysis have been successfully used in water quality analysis without much loss of information to a reasonably manageable data set [23–25]. In the present study, the statistical multiple regression models have been used for predicting the correlation between the independent variables and the dependent variable. However, multiple regression is very sensitive to outliers, and models developed for one area may not be suitable for different area [26]. Despite its limitations, the multiple regression is used to evaluate Groundwater samples, since, it generates minimum data set of indicators and is also easy to implement and interpret [27]. The six selected independent variables pH, TDS, BOD, COD, Na, and Pb and a dependent variable EC were used as input data in the following multiple linear regression equation [28, 29]. Electrical conductivity is selected as a dependent variable based on the correlation analysis studies. The following equation predicts whether the dependent variable EC is related to more than one independent variable. Consider the following:
(2)Y=β0+β1X1+β2X2+⋯βnXn,
where X1, X2, and Xn denotes the independent variable, Y stands for the dependent variable, β0 represents the intercept β1, and βn represents the regression coefficients of the variables.The multilinear regression analysis was carried out by using the IBM Statistical Package for Social Science (SPSS) software. The estimatedR2 value and F values of this model are represented in Table 9. The high R2 (R2>0.892 & R2>0.969) during the pre- and postmonsoon seasons indicates that the conductivity has a very good correlation with the other chosen parameters. The variance ratio of the F values is high indicating a significant correlation of EC with the other parameters.Table 9
Regression equations based on analyzed parameters.
Year
Regression equation
R
2 value
F value
Premonsoon
2009
EC = 36.358 * pH + 0.807 * TDS + 107.888 * BOD + 24.851 * COD − 3.528 * Na + 6124.594 * Pb − 1231.212
0.958
49.555
2010
EC = 2.818 * pH + 0.211 * TDS − 94.336 * BOD + 71.715 * COD + 2.966 * Na + 6154.062 * Pb − 671.780
0.892
17.981
2011
EC = −184.985 * pH + 0.571 * TDS + 66.079 * BOD + 31.193 * COD + 0.332 * Na + 1575.589 * Pb + 487.066
0.945
37.07
Postmonsoon
2009
EC = −86.422 * pH + 0.594 * TDS + 4.994 * BOD + 25.715 * COD − 0.229 * Na + 2456.061 * Pb + 306.783
0.977
91.861
2010
EC = −45.855 * pH + 0.683 * TDS − 30.021 * BOD + 25.132 * COD − 0.619 * Na + 3254.098 * Pb + 119.508
0.969
67.6
2011
EC = −17.058 * pH + 0.495 * TDS − 10.607 * BOD + 36.501 * COD − 0.134 * Na + 1181.900 * Pb − 476.028
0.969
68.523


## 3.1. pH

pH is a measure of the concentration of hydrogen ions (H+) in water. Water with a pH value below 7 is said to be acidic, and water with a pH value above 7 is basic or alkaline in nature [9, 10].  For fish and aquatic life, the protection limit of the pH ranges from 6.0 to 9.0 The experimental values of the water samples were found to be between 6.71 and 8.31 during the premonsoon and between 6.6 and 7.7 during postmonsoon which are within the prescribed limit as suggested by WHO (Figures 2(a) and 2(b)). This shows that the pH of the water samples would not affect the domestic and aquatic system. The high pH value during the premonsoon indicates the surface water contamination resulting from the penetration into the Groundwater. The mean value of pH up to 7.548±0.36026 and 7.2545±0.284225 during the pre- and postmonsoon seasons indicates slight alkalinity nature, presumably due to the seepage of waste water from domestic use and industries. The maximum variance value during the premonsoon CV% = 5.948777 was found to be higher than that of the postmonsoon season, that is, CV% = 4.050786.


## 3.2. EC

Electrical conductivity is a measure of concentration of ionized substances that convey electric current in water [11]. The higher EC indicates how strong is current flow based on the amount of total dissolved salts. In the present study EC values were found within the range of 498–2371 μS/cm and 508–2207 μS/cm during pre- and postmonsoon seasons (Figures 3(a) and 3(b)). The mean SR1–SR10 for the pre- and postmonsoon of 2009–2011 value of EC upto 1523.75±559.89 μS/cm and 1490.05±465.66 μS/cm during pre- and postmonsoon shows that the higher concentration of EC was due to the higher amount of TDS. The analysis of the study period from 2009 to 2011 shows the increasing level of EC that enhances the level of the ionized substances of the water. The maximum variance value during premonsoon CV% = 42.11 was found to be higher than that of the postmonsoon season, that is, CV% = 33.3672.


## 3.3. TDS

TDS is a measure of the combined concentration of cations and anions [12]. The major components of TDS include bicarbonate (HCO3-), sulphate (SO42-), hydrogen (H+), silica (SiO4), chlorine (Cl-), calcium  (Ca+2), magnesium (Mg+2), sodium (Na+), potassium (K+), nitrates (NO3-), and phosphate (PO43-). The TDS of the Groundwater is mainly due to the vegetable decay and the disposal of effluents from industries. The TDS values of the sampling sites varied from 987 to 2892 mg/L and 905 to 2716 mg/L during the pre- and postmonsoon seasons. The present investigation shows that all the samples exceeded the limit prescribed by WHO, except the sample of the site SR10 (Figures 4(a) and 4(b)). The mean values of the TDS were found to be 2073.5±585.85 mg/L and 2007.3±581.92 mg/L during the pre- and postmonsoon seasons. This reveals the high concentration of the TDS value during the premonsoon due to the evaporation of water. The Maximum variance value during the premonsoon CV% = 30.38904 was found to be higher than that of the postmonsoon season that is, CV% = 30.64991.


## 3.4. BOD

The BOD values indicate the amount of organic waste present in the water [13]. The analyzed BOD values varied from 4.24 to 8.56 mg/L and from 4.3 to 8.97 mg/L during the pre- and postmonsoons, indicating that the value of BOD is higher during the postmonsoon season, presumably due to the percolation of industrial effluents and domestic wastes into the Groundwater. The sampling sites SL1, SL3, SL4, SR1–SR3, SR8 showed higher BOD values than those permitted by WHO (Figures 5(a) and 5(b)). The mean value of BOD was 6.8995±1.34 mg/L and 6.755±1.27 mg/L during the pre- and postmonsoons which shows the presence of soluble salts in the sampling sites. The maximum variance value during the premonsoon of CV% = 20.38 was found to be higher than the postmonsoon seasons  CV% = 19.32.


## 3.5. COD

The COD level indicates the amount of toxicity in water [14]. The observed values of the COD in both the seasons from all the sampling sites were found to exceed the permissible limit (Figures 6(a) and 6(b)). The analyzed COD values of the sampling sites varied from 11.1 to 24.8 mg/L and from 10.3 to 24.6 mg/L for the pre- and postmonsoon seasons. The observed COD value was higher during premonsoon the season, presumably due to the decreased flow of water during this period. The mean value of 19.72±3.9 mg/L and 18.645±3.99 mg/L indicates that the COD values were above the desirable limit during the pre- and postmonsoon seasons. The maximum variance value during the premonsoon CV% = 20.3865 was found to be higher than the postmonsoon seasons  CV% = 19.32. The analyzed COD values were found to be higher than the BOD values. This indicates the ample presence of chemically oxidizable substances of which the majority are nonbiodegradable [15].


## 3.6. Na

The higher concentration of sodium in the Groundwater causes cardiovascular diseases and toxemia in pregnant women [16]. The sodium of the water samples collected lies in the range of 130–313 mg/L and 120–313 mg/L during the pre- and postmonsoon seasons. The mean values of 230±57.54 mg/L and 216.3±58.22 mg/L during the pre- and postmonsoon seasons show that domestic discharge may contribute to increase the sodium content through leaching [17]. The present analysis shows that the sampling points SL1–SL4, SR1–SR5, SR8, SR9 (Figures 7(a) and 7(b)) exceed the permissible value. The maximum variance value during the premonsoon of CV% = 25.01 was found lower than that of the postmonsoon season, that is, CV% = 28.14.


## 3.7. Pb

Lead (Pb) is a heavy metal gets into the environment through waste water or solid waste disposal. High concentration of lead causes kidney damage, bone damage, and nervous disorder [18]. The lead concentrations in the samples were found to be between 0.025 and 0.087 mg/L and between 0.03 and 0.083 mg/L for the pre- and postmonsoon seasons, respectively (Figures 8(a) and 8(b)). The present study shows that all the samples obtained from the adjoining bore wells were above the permissible limit; the mean value of Pb is above the limit due to the seepage of the Cooum water into the Groundwater and  indicats its toxicity during the pre- and postmonsoon of seasons (0.0642±0.014 mg/L and 0.0578±0.014 mg/L). The maximum variance found during the postmonsoon of CV% = 26.80 was higher than that of the premonsoon season, that is, CV% = 26.48.


## 3.8. Statistical Analysis

The statistical relationship between the water quality parameters was examined, through the analysis of the linear correlation method [19, 20]. The correlation coefficient r between two parameters, x and y, is determined using the following equation:
(1)r=n∑xy-∑x∑y[n∑x2-(∑x)2][n∑y2-(∑y)2],
where x = values of the x-variable; y = values of the y-variable; n = number of data points.A positive correlation exists when an increase in the value of one parameter is associated with a corresponding increase in the value of another parameter. The correlation matrices for all the samples of three years during pre- and postmonsoon seasons are listed in Tables7 and 8. According to the guidelines, the correlation is good if r>0.6 and marginal if 0.47<r<0.6. The conductivity shows a significant correlation with the other parameters, like TDS, BOD, COD, Na, Pb with (r>0.7610) and (r>0.821) during the pre- and postmonsoon seasons except the pH. The correlation between the pH and Na (r>0.278) and (r>0.333) during the pre- and postmonsoons indicates the level of bicarbonate and carbonate of sodium in the Groundwater samples, and hence, the presence of alkanity of the water [21]. The BOD and COD shows a good correlation with (r>0.668) and (r>0.676) during pre- and postmonsoons. The high degree of association between the TDS and Na (r>0.926 & r>0.843) during the pre- and postmonsoon seasons indicates the anthropogenic activities such as discharge of sewage, which percolates and mixes with Groundwater [22].Multivariate methods like cluster analysis, factor analysis, principal component analysis, discriminate analysis, neuron net classification, and multiple regression analysis have been successfully used in water quality analysis without much loss of information to a reasonably manageable data set [23–25]. In the present study, the statistical multiple regression models have been used for predicting the correlation between the independent variables and the dependent variable. However, multiple regression is very sensitive to outliers, and models developed for one area may not be suitable for different area [26]. Despite its limitations, the multiple regression is used to evaluate Groundwater samples, since, it generates minimum data set of indicators and is also easy to implement and interpret [27]. The six selected independent variables pH, TDS, BOD, COD, Na, and Pb and a dependent variable EC were used as input data in the following multiple linear regression equation [28, 29]. Electrical conductivity is selected as a dependent variable based on the correlation analysis studies. The following equation predicts whether the dependent variable EC is related to more than one independent variable. Consider the following:
(2)Y=β0+β1X1+β2X2+⋯βnXn,
where X1, X2, and Xn denotes the independent variable, Y stands for the dependent variable, β0 represents the intercept β1, and βn represents the regression coefficients of the variables.The multilinear regression analysis was carried out by using the IBM Statistical Package for Social Science (SPSS) software. The estimatedR2 value and F values of this model are represented in Table 9. The high R2 (R2>0.892 & R2>0.969) during the pre- and postmonsoon seasons indicates that the conductivity has a very good correlation with the other chosen parameters. The variance ratio of the F values is high indicating a significant correlation of EC with the other parameters.Table 9
Regression equations based on analyzed parameters.
Year
Regression equation
R
2 value
F value
Premonsoon
2009
EC = 36.358 * pH + 0.807 * TDS + 107.888 * BOD + 24.851 * COD − 3.528 * Na + 6124.594 * Pb − 1231.212
0.958
49.555
2010
EC = 2.818 * pH + 0.211 * TDS − 94.336 * BOD + 71.715 * COD + 2.966 * Na + 6154.062 * Pb − 671.780
0.892
17.981
2011
EC = −184.985 * pH + 0.571 * TDS + 66.079 * BOD + 31.193 * COD + 0.332 * Na + 1575.589 * Pb + 487.066
0.945
37.07
Postmonsoon
2009
EC = −86.422 * pH + 0.594 * TDS + 4.994 * BOD + 25.715 * COD − 0.229 * Na + 2456.061 * Pb + 306.783
0.977
91.861
2010
EC = −45.855 * pH + 0.683 * TDS − 30.021 * BOD + 25.132 * COD − 0.619 * Na + 3254.098 * Pb + 119.508
0.969
67.6
2011
EC = −17.058 * pH + 0.495 * TDS − 10.607 * BOD + 36.501 * COD − 0.134 * Na + 1181.900 * Pb − 476.028
0.969
68.523


## 4. Conclusion

The results of the study indicate that the bore wells in the adjoining areas of the Cooum river are highly polluted, and hence the groundwater of the study area is unfit for domestic use. The analysis in respect of seven parameters, namely, pH, EC, TDS, BOD, COD, Na, and Pb, reveals that more than 90% of the water samples have exceeded the drinking water permissible limit prescribed by the WHO, except the pH. The result of the correlation and multilinear regression analysis shows that the conductivity has high significant correlation with the other parameters. The concentrations of EC, TDS, COD, Na and Pb increased every consecutive year, compared to the first year of the study period. This indicates the increase in the pollution load due to the intrusion of domestic sewage and industrial effluents into the Groundwater. Hence, consistent monitoring measures are essential to assess the impact of the percolation of the wastewater, causing contamination of the groundwater in the study area, and a preventive mechanism coupled with remedial measures is necessary for the benefit of mankind.



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*Source: 672372-2013-03-11.xml*